Open this page in a new tab

Ayla

Aerial view of Ayla

APAAME

  • Reference:APAAME_
    20141020
    _DLK-0014.jpg
  • Credit: Aerial Photographic Archive for Archaeology in the Middle East
  • Copyright: Attribution-NonCommercial-NoDerivs 2.0 Generic (CC BY-NC-ND 2.0)


Click photo for high res magnifiable image


Introduction
Introduction

Around 650 CE, a new Islamic city was established outside the walls of the old Byzantine town. The new town was known as Ayla. Located near the coastline of the modern city of Aqaba, Ayla was excavated starting in 1993 ( S. Thomas Parker and Donald S. Whitcomb in Meyers et al, 1997). Ayla is likely subject to a site effect due to it susceptibility to liquefaction.

Aqaba/Elat - Introduction Webpage

Maps, Aerial Views, Plans, Dating Tables, Photos, and Sections
Maps, Aerial Views, Plans, Dating Tables, Photos, and Sections

Maps

Normal Size

  • Fig. 2.15 - Location Map for Aqaba and environs from Allison (2013)
  • Map showing location of Islamic Ayla and Byzantine Aila (aka Ailana) from Whitcomb (1988)
  • Fig. 2 Map showing location of Islamic Ayla and Byzantine Aila from Whitcomb (1997)

Magnified

  • Fig. 2.15 - Location Map for Aqaba and environs from Allison (2013)
  • Map showing location of Islamic Ayla and Byzantine Aila (aka Ailana) from Whitcomb (1988)
  • Fig. 2 Map showing location of Islamic Ayla and Byzantine Aila from Whitcomb (1997)

Aerial Views

  • Ayla in Google Earth

Plans

Normal size

  • Fig. 3.3 Archaeological phasing of Early Islamic Ayla from Allison (2013)
  • Fig. 2 Plan of Islamic Ayla from al-Tarazi and Khorjenkov (2007)
  • Fig. 1 Site Plan with Excavation Areas of the Aqaba Archaeological Project from Damgaard and Jennings (2013)
  • Fig. 2 Plan of Area IM of the Aqaba Archaeological Project from Damgaard and Jennings (2013)
  • Fig. 3.6 Location of Trench sites along Ayla city sea wall from Allison (2013)
  • Fig. 3.7 Location of Trench sites along Ayla city sea wall (closeup) from Allison (2013)
  • Fig. 3.12 Plan of Trench AY2 excavated along city sea wall of Early Islamic Ayla from Allison (2013)

Magnified

  • Fig. 3.3 Archaeological phasing of Early Islamic Ayla from Allison (2013)
  • Fig. 2 Plan of Islamic Ayla from al-Tarazi and Khorjenkov (2007)
  • Fig. 1 Site Plan with Excavation Areas of the Aqaba Archaeological Project from Damgaard and Jennings (2013)
  • Fig. 2 Plan of Area IM of the Aqaba Archaeological Project from Damgaard and Jennings (2013)
  • Fig. 3.6 Location of Trench sites along Ayla city sea wall from Allison (2013)
  • Fig. 3.7 Location of Trench sites along Ayla city sea wall (closeup) from Allison (2013)
  • Fig. 3.12 Plan of Trench AY2 excavated along city sea wall of Early Islamic Ayla from Allison (2013)

Dating Tables

Radiocarbon Dating Results: Early Islamic Ayla - Allison (2013)

Table 3.3

Radiocarbon Dating Results: Early Islamic Ayla, Aqaba, Jordan

Click on image to open in a new tab

Allison (2013)


Photos and Sections

Normal Size

  • Fig. 5 - Photo of tilted Sea Wall in Islamic Ayla from Niemi (2009)
  • Fig. 4 - Displaced Wall from Galli and Galadini (2001)
  • Fig. 3.8 Trench AY1 excavated along city sea wall of Early Islamic Ayla from Allison (2013)
  • Fig. 3.9 Leaning city sea wall of Early Islamic Ayla from Allison (2013)
  • Fig. 3.10 Cross-section of leaning city sea wall of Early Islamic Ayla from Allison (2013)
  • Fig. 3.11 Trench AY2 excavated along city sea wall of Early Islamic Ayla from Allison (2013)
  • Fig. 3.12 Plan of Trench AY2 excavated along city sea wall of Early Islamic Ayla from Allison (2013)
  • Fig. 3.13 Revetment Wall from Trench AY2 excavated along city sea wall of Early Islamic Ayla from Allison (2013)

Magnified

  • Fig. 5 - Photo of tilted Sea Wall in Islamic Ayla from Niemi (2009)
  • Fig. 4 - Displaced Wall from Galli and Galadini (2001)
  • Fig. 3.8 Trench AY1 excavated along city sea wall of Early Islamic Ayla from Allison (2013)
  • Fig. 3.9 Leaning city sea wall of Early Islamic Ayla from Allison (2013)
  • Fig. 3.10 Cross-section of leaning city sea wall of Early Islamic Ayla from Allison (2013)
  • Fig. 3.11 Trench AY2 excavated along city sea wall of Early Islamic Ayla from Allison (2013)
  • Fig. 3.12 Plan of Trench AY2 excavated along city sea wall of Early Islamic Ayla from Allison (2013)
  • Fig. 3.13 Revetment Wall from Trench AY2 excavated along city sea wall of Early Islamic Ayla from Allison (2013)

Textual Chronology
18 March 1068 CE Earthquake

Discussion

Discussion

1212 CE Earthquake

Discussion

Discussion

Archaeoseismic Chronology
Phasing

Alison (2013)

  • from Allison (2013:133-134)
  • Table 3.2 - Occupational Phases Early Islamic Ayla 7th-12th centuries CE
  • Click on either page to open in a new tab

Whitcomb (1994), Damgaard (2011), and Damgaard (2013)

Whitcomb (1994) divided up the stratigraphy of Ayla into 5 phases as did Damgaard (2011) and Damgaard (2013). Damgaard (2011) and Damgaard (2013)'s phasing are accessible on tabs in the spreadsheet below.



First Earthquake - 7th - 8th centuries CE

Plans and Photos

Plans and Photos

Plans

Normal size

  • Fig. 2 Plan of Islamic Ayla from al-Tarazi and Khorjenkov (2007)

Magnified

  • Fig. 2 Plan of Islamic Ayla from al-Tarazi and Khorjenkov (2007)

Photos

  • Fig. 9 Negative profile ('Robber Trench') from Damgaard (2008)
  • Fig. 10 Mud-brick collapse from Damgaard (2008)

Discussion
Discussion

References
Allison (2013)

Chapter 3 Early Islamic Ayla Excavation

Motivation for Research and Field of Archaeoseismology

Archaeological sites situated along or near seismically active fault zones provide a unique opportunity to study the paleoseismicity of a region because these sites often preserve evidence of the seismic past in the form of damaged or ruptured structures or buried artifacts. Repairs and reconstruction of damaged structures made in antiquity can help to constrain the recurrence intervals of specific faults, and the type of failure or collapse can provide information concerning the intensity of past earthquakes. Archaeological sites also usually contain a variety of datable materials such as pottery and charcoal fragments, which can provide an important means for age control and paleoseismic event correlation for multiple events.

Archaeoseismology is a subfield of seismology that focuses on the study of past earthquakes through the traces left behind in the cultural record (Sintubin and Stewart, 2008), and was essentially born in the Mediterranean region and Middle East as a result of the active tectonics and plentiful cultural ruins and deposits present in these areas (Jones and Stiros, 2000). Archaeoseismology is an interdisciplinary science because it incorporates the fields of seismology and archaeology, along with geology, geotechnics, geomorphology, and even civil engineering at times, in order to gather data about both the pre-instrumentation 50 and prehistoric seismic past (Jones and Stiros, 2000). The term prehistoric, as it is used here, is meant to delineate between historically recorded earthquakes and those without a historical record of occurrence. The use of archaeological data to investigate poorly known historical earthquakes or even unknown events actually began in the late 19th to early 20th centuries, but has only really developed into the subfield we know today in the last few decades (Hinzen, 2010). Since first used, however, the field of archaeoseismology has continued to grow as has the acceptance of this type of interdisciplinary science (Galadini et al., 2006). Sintubin et al. (2010) cite a major problem plaguing those who study ancient earthquakes (defined as pre-instrumental earthquakes that can only be identified through indirect evidence in the archaeological or geological record), which is that the instrumental record is too short to be very useful, and the historical record is often incomplete. Archaeoseismology, which can potentially delve much deeper into the historic and prehistoric past, is a subdiscipline that developed out of the need to overcome both of these issues (Noller, 2001).

With its richness of history and abundance of archaeological ruins, the Middle East is a prime location in which to utilize archaeoseismology to study the seismicity of the region. Compared to studies conducted in North America, for example, archaeoseismic studies undertaken in the Middle East and Mediterranean regions have the advantage of being able to incorporate a much longer historical record into those archaeoseismic efforts. With a record of historical earthquakes extending back over 2000 years, the seismic record of Jordan is impressively one of the longest records in the world (Thomas et al., 2007). In an attempt to better understand the behavior of the Dead Sea transform fault, the chronology of 51 historical earthquakes along with any historical accounts have been organized into earthquake catalogs for easy reference. Earthquake catalogs will be discussed in more detail in a later section. The Dead Sea seismic zone also benefits from a longer and more comprehensive record of archaeoseismic practice, which acts to add validity to the more recent and perhaps more refined studies being conducted in recent years.

Much of what we know about the seismic history of the Middle East and Mediterranean region before the Christian era has come from a collection of archaeoseismic investigations and excavations (McCalpin and Nelson, 2009). The archaeoseismic studies conducted there are more common than in North America primarily because the availability of cultural remains is exponentially more abundant. Many ancient sites are located within 100 km of the Dead Sea transform fault, for example, and therefore have a greater chance of being damaged by earthquakes in the region (e.g. Marco et al., 1997; Ellenblum et al., 1998; Meghraoui et al., 2003; Haynes et al., 2006). Ancient structures in the Middle East are also often constructed from more resistant materials such as worked and unworked stone as opposed to wood, which arid regions like Jordan generally lack in any significant quantity. The arid climate and the generally slow sedimentation rates along the Dead Sea rift also play a role in the preservation of cultural remains, and have allowed for materials like mudbrick to be used for construction purposes in antiquity, much of which is still preserved until today (Thomas et al., 2007).

The best and most clearly defined examples of faulting happen when an earthquake fault ruptures a standing wall, aqueduct, or other cultural lines that act as piercing points where the amount and direction of offset is measureable. The Dead Sea transform not only exemplifies near-textbook left-lateral, strike-slip motion when the fault rupture makes it to the surface, but faulting of this sort allows archaeoseismologists the opportunity to measure the actual offset or distance the fault slipped during a specific event, or the cumulative offset from multiple events (e.g. Noller, 2001; McCalpin, 2009). In this way, strike-slip faults that occur within cultural deposits with substantial architecture are not only easier to study, but also provide a greater abundance of faulting information. Archaeoseismology has the potential to bridge the gap between instrumental and historical seismology on one hand, and paleoseismology and earthquake geology on the other (Galadini et al., 2006), but can only be conducted in locations where seismic activity and past human activity have intersected in a meaningful way.

Numerous archaeological sites situated along both sides of the Dead Sea transform have been the focus of archaeoseismological studies in the past. With one of the most tightly constrained historical records, the site of Vadum Jacob, also known as the Ateret Fortress, is an example of using a seismically damaged archaeological site to assess the history of faulting in an active tectonic zone (e.g. Marco et al., 1997; Ellenblum et al., 1998). Ateret, built in A.D. 1179, is a castle overlooking the Jordan River in modern-day Israel that once served as an outpost during the Crusader period. The foundation stones of the castle were actually laid down in A.D. 1178, but it was conquered and destroyed only eleven months later on August 30, 1179 by Saladin and his troops (e.g. Marco et al., 1997; Ellenblum et al., 1998). Numerous independent historical sources pinpoint this specific date of destruction, and thus the associated destruction layer exposed in cross-section in a trench located just outside of the castle wall (e.g. Abu-Shama; Lyons and Jackson, 1982; Raphael, 2010).

The Ateret Fortress is built on the active Jordan Gorge Fault, a straight segment of the Dead Sea transform located between the Sea of Galilee and the Hula Valley in the north. Archaeoseismic research conducted at Vadum Jacob by Marco et al. (1997) and Ellenblum et al. (1998) has revealed numerous offset archaeological structures. Most noticeably displaced are the four-meter-thick stone walls that surround the castle, and aqueducts situated across the DST fault are also offset. Stratigraphically, the destruction layer dated to A.D. 1179 was also offset, so the castle was clearly faulted after it was destroyed. Historical records indicate that only four sizable earthquakes occurred in the region after the late 12th C. construction date of the castle. These are the earthquakes of A.D. 1202, 1546, 1759, and 1837 (e.g. Amiran et al., 1994; Ambraseys, 2009), and thus these are the only known seismic events that could have potentially affected the region of Israel in which the castle is built. Of these earthquakes, Ellenblum et al. (1998) explain that the Ateret Fortress was likely located too far north for the A.D. 1546 earthquake to have faulted the site based on the known damage radius, although this earthquake would have been felt there (Ambraseys, 2009). Instead, excavations have shown that the fortress was most significantly deformed by the historic M>7 earthquake that occurred at dawn on May 20, 1202.

In all, both the north and south four-meter-thick stone fortress walls were offset by a total of 2.1 m due to earthquake faulting. Of this total measured displacement, 1.6 m of offset is attributed to the left-lateral motion of the Dead Sea transform during the 1202 event, and the remaining 0.5 m of measureable offset is attributed to either the 1759 and/or 1837 seismic events (Marco et al., 1997; Ellenblum et al., 1998). Post-Crusader structures built at the Vadum Jacob site were clearly not affected by the 1202 earthquake because, in addition to their construction post-dating the occurrence of this historical earthquake, they are also only offset by 0.5 m, which serves to constrain the amount of displacement resulting from each of these seismic events. In particular, a Muslim mosque at the site, originally built in the 12th C., was destroyed and rebuilt again either once or twice during the Turkish Ottoman period (1516-1918) based on archaeological excavation and study of associated pottery finds (Ellenblum et al., 1998). The latest or youngest rebuilding phase of the mosque during the Turkish Ottoman period shows 0.5 m of offset in its northern wall, but lacks the cumulative 2.1 m offset observed in the Crusader castle wall.

The thick, fortified walls that surround the Ateret Fortress are also of particular sturdy construction for the time period. Built with the intention of preventing attacks directly to the castle itself, the walls are also substantial enough to prevent potential intruders from being able to easily dismantle and break through the stone walls before being detected. Ellenblum et al. (1998) describe the walls as being composed of a parallel pair of meticulously laid ashlar supports that enclose a 3-meter-thick fill of cemented basaltic cobbles built by “highly skilled Crusader masons.” Particularly important to note is that these walls were erected with great precision along smooth, straight lines, and thus serve as quite reliable strain gauges for any deformation occurring after A.D. 1179 (Ellenblum et al., 1998). Essentially, the detailed historical records available for the site allow Vadum Jacob to be dated with unusual precision. The abundance of well-dated structures and only a small number of candidate earthquakes that could have damaged the castle walls also makes Vadum Jacob an excellent site for geoarchaeological and archaeoseismic research along the Dead Sea transform.

On the opposite side of the rift valley, the site of Qasr Tilah located in Jordan approximately 30 km south of the Dead Sea in the Wadi ‘Arabah is another well-documented example of an archaeological site that has been clearly faulted and offset by the Dead Sea transform, and is the subject of archaeoseismic study. The site of Qasr Tilah consists of a Roman-period fort (caravanserai), a Byzantine - Early Umayyad water reservoir (birkeh), an aqueduct irrigation system, and agricultural fields. Detailed archaeological excavation of the site, which was first conducted by Niemi (2000, 2002) as a part of the Wadi ‘Arabah Earthquake Project, has revealed that structures situated across the DST fault were offset laterally by earthquakes in the past, including the north wall of the 30 m x 30 m stone birkeh and a portion of the aqueduct system. The aqueduct system was built so that two aqueducts first funneled water into the birkeh from the adjacent Wadi Tilah where particulates could settle out of suspension in a small settling pool, then a short NW-trending aqueduct connects the settling pool to a W-trending aqueduct that carried water away from the reservoir and, presumably, into a nearby agricultural field during periods of overflow (Haynes et al., 2006).

The northwest corner of the birkeh has a large crack caused by left-lateral offset of the DST by 1.5-2 m which is indicative of earthquake rupture (e.g. Niemi, 2000; Niemi and Atallah, 2000; Klinger et al., 2000a; Galli and Galadini, 2001). Charcoal collected from within the mortar of the original birkeh construction was radiocarbon dated to A.D. 641-687 (Niemi, 2000), a date that agrees with radiocarbon published by Klinger et al. (2000b). Investigation of the structure revealed that a repair made to the northwest corner of the birkeh wall suggests that an earthquake damaged the birkeh not long after it was constructed 56 (Niemi and Atallah, 2000). Due to subsidence of the damaged corner of the birkeh, another course of stones was laid on top of the wall and covered in a layer of plaster in an effort to repair the structure. A radiocarbon date from the repair made to the corner of the birkeh agrees very closely with a radiocarbon date collected from the lower portion of the original birkeh wall, which supports the hypothesis that the birkeh was initially damaged shortly after construction, or perhaps that the birkeh was rebuilt over an earlier structure after being damaged (Haynes et al., 2006). Archaeological excavation by Haynes et al. (2006) also revealed the NW-trending portion of the aqueduct system, which was determined to have been constructed below ground using mortar and stones laid in a trench, to be laterally offset 1.6 +/- 0.4 m.

The site of Qasr Tilah is faulted by the Wadi ‘Arabah Fault, which is a segment of the southern Dead Sea transform fault. Radiocarbon dating of charcoal samples from significant subsurface horizons provided one means of age control, and ceramic analysis of pottery sherds and artifacts collected during excavation of the site also provided age control by relative typological dating (Haynes et al., 2006). Using offset stratigraphic horizons, upward terminations of faults, fissure fills, and outward splaying faults (flower structures) visible in the trench walls, Haynes et al. (2006) identified evidence of four ground-rupturing earthquakes at the site ranging from the sixth to the nineteenth centuries. The archaeoseismic data was combined and examined with historical records to determine possible calendar dates for each event. The data suggests that these four ruptures likely represent the historical earthquakes of A.D. 634 or 659/660, 873, 1068, and 1458 or 1546 (Haynes et al., 2006). In all, the site of Qasr Tilah provides an excellent example of how studying seismic damage and deformation of an archaeological site can provide insight into the seismic past. The ability to date the structural repairs made to the damaged birkeh act to further constrain these earthquakes based on radiocarbon dating, and stratigraphic analysis of a trench excavated across the fault trace acts to corroborate this data as well.

North of both Qasr Tilah and the Ateret Fortress, the site of Al Harif in Syria is another archaeoseismically relevant site that has been directly faulted and offset by the Dead Sea transform. The Al Harif site is located in northwestern Syria and consists of a Roman-period aqueduct that has been repeatedly left-laterally displaced by the approximately 90 km-long Missyaf fault, a northern segment of the DST (Meghraoui et al., 2003; Sbeinati et al., 2010). The site was first studied by Meghraoui et al. (2003) who used microtopographic surveys and trenching techniques to determine that the Roman aqueduct was faulted three times in the last 2000 years and displaced a total of 13.6 +/- 0.2 m (Meghraoui et al., 2003). Meghraoui et al. (2003) documented the occurrence of earthquakes between A.D. 100 and 750, between A.D. 700 and 1030, and between A.D. 990 and 1210 based on the radiocarbon dating of faulted alluvial deposits.

The aqueduct, originally dated to between A.D. 30 and A.D. 70 by bracketing the age of the sedimentary units below its foundation and from early travertine accumulation on its wall, was used to bring fresh water from the wet, western high mountains to wheat and olive oil fields (mills), and local cities and villages located in the eastern plains (Meghraoui et al., 2003). A bridge even allows the aqueduct to cross the Al Harif River without disrupting the flow of water. A later study conducted by Sbeinati et al. (2010) consisting of four archaeological excavations, three paleoseismic trenches, and coring of accumulated tufa deposits (previously identified as travertine by Meghraoui et al., 2003) on the aqueduct at the Al Harif site, further refined the construction date of the Roman aqueduct to between A.D. 63 and A.D. 70.

Like the abundant historical records in Jordan, the historical record of seismicity of Syria and surrounding regions is also very rich because of the numerous archaeological and historical sources that date back at least to 1365 B.C. (e.g. Ben-Menahem, 1979; Ambraseys and Jackson, 1998; Guidoboni, 1994). Combining historical sources with data collected from trenching, excavation, and sediment coring, Sbeinati et al. (2010) identified as many as four earthquakes that have affected the site in the last 3400 years. The fourth seismic event back (Event W) occurred sometime between 2300-510 B.C., and a cluster of three other seismic events occurred in A.D. 160-510 (Event X), A.D. 625-690 (Event Y), and A.D. 1010-1210 (Event Z) (Sbeinati et al., 2010). The most recent seismic event, Event Z, is likely correlated with the large historical earthquake that occurred on June 29, 1170 (Meghraoui et al., 2003; Sbeinati et al., 2010). Events X, Y, and Z each ruptured and progressively offset the Roman aqueduct, while Event W occurred prior to the construction of the aqueduct. Further, two reconstruction phases at the Al Harif site were identified through the analysis of building stone type, related cement dating, and tufa deposits on the aqueduct. These reconstruction episodes most likely occurred in A.D. 340 +/- 20 and A.D. 720 +/- 20 (Sbeinati et al., 2010).

The large earthquakes of Events X and Z have been estimated as Mw = 7.3-7.5 based on detailed historical reports of ground shaking and damage (Meghraoui et al., 2003), and incurred successive faulting events, fault segment length, and related amount of coseismic 59 slip (Sbeinati et al., 2010). The study by Sbeinati et al. (2010) also helped to constrain the slip rate of the Dead Sea transform in northwestern Syria along the Missyaf fault segment to between 4.9-6.3 mm/yr. Further, with the goal of producing a refined assessment of the seismic hazards of the region, the findings of Sbeinati et al. (2010) suggest that the recent seismic quiescence along the Missyaf fault segment of the DST implies that a large earthquake is overdue and may result in a major catastrophe to the population centers of Syria and Lebanon in the near future. This archaeoseismic approach to seismic hazard analysis is particularly applicable in this region and especially important along the Dead Sea transform since it corresponds to a major tectonic plate boundary (Meghraoui et al., 2003; Sbeinati et al., 2010).

Sites like Ateret in Israel, Qasr Tilah in Jordan, and Al Harif in Syria are unique in that information about past earthquakes can be obtained from measurements collected from directly offset structures and from careful recording of the stratigraphy across the fault trace. While many archaeological sites have been damaged from earthquakes in the historical past, few sites are able to demonstrate such strong evidence of faulting and rupture of the site so clearly. The vast majority of archaeological sites damaged by earthquakes, like the site of Early Islamic Ayla (7th-12th C.) to be discussed herein, were damaged as a result of ground-shaking, and may show signs of earthquake damage in the form of subsidence, liquefaction at the site, and/or failure of walls, columns, or other structures that were present at the time of the event.

Previous Archaeological Excavations and Work at Early Islamic Ayla

Historian and archaeologist Dr. Donald Whitcomb of the Oriental Institute at the University of Chicago excavated the archaeological site of Early Islamic Ayla from 1986 to 1995, and unearthed a large portion of the city near the modern shoreline in Aqaba. His excavations revealed the original rectangular city wall, a mosque, and numerous commercial and residential structures in and around the ancient city. Archaeological evidence shows that the city of Ayla was a fishing port likely occupied from the mid-seventh century to the twelfth or thirteenth centuries (Khouri and Whitcomb, 1988; Whitcomb, 1986, 1987, 1988a, 1988b, 1989a, 1989b, 1992, 1993a, 1993b, 1994a, 1994b, 1995a, 1995b). Donald Whitcomb’s extensive excavations at Ayla over the course of nearly a decade ultimately illuminated the organization of an early Islamic city.

In 2000, S.T. Parker excavated a trench (R1) across the alignment of the city wall of Early Islamic Ayla as a part of the Roman Aqaba Project. The specific purpose of this excavation was to determine once and for all whether the site’s origin was the legionary fort of the Legio X Fretensis. The trench was placed underneath the bridge of Corniche Road (alIstiqlāl) in the wadi that now runs through Ayla in a section of the site referred to as Area R (Parker, 2002) because it was an area of lower elevation that would allow the deeply buried layers to be more easily exposed. Parker’s R1 trench exposed a portion of the city wall that was found to be in good condition with no apparent earthquake damage. Pottery collected from at and beneath the wall foundation confirmed Whitcomb’s hypothesis of an A.D. seventh century construction date for the Islamic city wall (Parker, 2002).

In an attempt to better understand the history of the Islamic city and the seismicity of the region, the Wadi ‘Arabah Earthquake Project (WAEP), led by Dr. Tina Niemi, has excavated several locations along the outer walls of the site, looking for evidence that the Dead Sea transform (DST) fault offset the city walls of Ayla. Whitcomb (1993a) hypothesized that the DST fault trends directly through the city, along the trend of the wadi that crosses the site. Excavations conducted by the WAEP in 2001 and 2003 focused on articulating several portions of the city wall leading to the east corner tower, as well as the corner tower itself, which is situated in the wadi under the same bridge where Parker (2002) excavated. Based on these excavations, Rucker and Niemi (2005) proved conclusively that there is no evidence of faulting offset through this section of Islamic Ayla. They do not rule out the hypothesis presented by Galli and Galadini (2001), however, that the DST fault may trend inland from the Gulf of Aqaba NNE-SSW from the Sea Gate to the reconstructed wall NW of the Egyptian Gate, although further excavation is required to examine this hypothesis (Rucker and Niemi, 2005).

Kristoffer Damgaard also excavated portions of Islamic Ayla starting in 2008 as a part of the Islamic Aqaba Project, directed by Dr. Johnny De Meulemeester from the University of Ghent, in an effort to investigate further the town’s occupational phases and morphology. A trench was laid out out specifically to investigate the possible marketplace expansion of Ayla outside of the city walls near the Egyptian Gate, as well as a trench positioned within a previously unexcavated portion of the southwestern quadrant of the city (Damgaard, 2008). This preliminary excavation revealed that at least the southwestern quadrant of Ayla remained occupied for the entire lifespan of the city (Damgaard, 2008). Further, the expansions made along either the inner or outer walls of the city were found to have been constructed in-line with earlier structures despite those earlier structures being buried by a fill layer and presumably hidden from view during each new phase of construction. As such, Damgaard (2008) suggests that the inhabitants of Ayla understood the previous construction plan of the city in many respects and were able to carry on this plan through the centuries. In 2010, Damgaard returned to excavate at Ayla as director of the Aylah Archaeological Project (AAP) after Dr. De Meulemeester’s untimely passing in 2009. This season focused again on determining the extent and location of mercantile facilities related to the Red Sea trade, as well as further defining the morphology of occupation and urban planning from the seventh through the eleventh centuries (Damgaard and Jennings, 2010; Damgaard et al., 2010; Damgaard, 2011).

Cultural History of Aqaba, Jordan

Much of what we know about the history of the region comes from the archaeological excavations in and around the city of Aqaba. Buried by sand until the mid-1980s when Donald Whitcomb first rediscovered the Islamic settlement through well-placed archaeological probes (Whitcomb, 1994a), Ayla has become one of the best examples of an early Islamic city anywhere, and is unique in the country of Jordan (Whitcomb, 1986). In terms of conducting archaeological research, the Aqaba region is easily accessed because of its position at the head of the Gulf, although until rather recently it was archaeologically unexplored. While there are accounts of western travelers passing through the Aqaba coastal zone in the early 19th - 20th centuries and noting the strewn ancient ruins, it was not until the 1930s that archaeological research on the region was conducted and published.

Ayla is a walled city with a rectangular plan approximately 170 m x 145 m (Figure 3.1), now situated between the Mövenpick Hotel and Aqaba Yacht Club along the Gulf of Aqaba. As is the case with the majority of historical events that took place at Islamic Ayla, there is no documentary evidence for dating the foundation of the city. Whitcomb (1995a), however, places the establishment of Ayla within the caliphate of ‘Uthman ibn ‘Affan in A.D. 650, the third of the Rashidun Caliphs after the death of Muhammad in A.D. 632 (Table 3.1), based on data collected from archaeological excavations.

Today, Aqaba functions as both a growing tourist resort and vital commercial port, providing invaluable access to the Red Sea, as it has since antiquity. The port of Ayla was a very important route of trade and cultural connections because it lies at the critical junction of both land and sea routes uniting Asia, Africa, and Europe (Khouri and Whitcomb, 1988). During the medieval period this region also served as an important commercial center based on the pottery assemblages, which are the primary dating tool used at this site, as well as other archaeological materials and artifacts recovered from medieval Aqaba (Khouri and Whitcomb, 1988).

With a settlement pattern of southern migration down the coast (Parker, 1997), in the municipality of Aqaba proper three individual settlements dating from the 1st century and later have been identified from ancient ruins and detailed archaeological excavation (Figure 3.2). Located approximately 250 m to the northwest of Islamic Ayla is the Roman/Byzantine town of Aila (2nd - 7th C.), which is largely built upon 1st century Nabataean ruins, and located some 850 m to the south of Islamic Ayla is the Aqaba Castle dated to the Mamluk and Ottoman periods (e.g. Khouri and Whitcomb, 1988; Parker, 1997).

The ancient town of what is now referred to as Roman/Byzantine Aila is thought to have been founded by the Nabataeans, and was a center of trade and industry starting in the late 1st century B.C. (Parker, 2007). The most important early evidence about Aila is in Strabo’s 1st century Geography, according to Parker (1997). Strabo confirms that the area was inhabited by Nabataean Arabs, and mentions that frankincense and myrrh as well as other aromatics from south Arabia were sold to merchants (Jones, 1930), which is quite significant because items like these, which would have been expensive commodities, often do not survive in the archaeological record or in the historical record as being bought or sold (Parker, 1996). This evidence supports the idea that Aila was an important town along the spice trade route during antiquity (Parker, 1996). Although there is little direct evidence of such, Aila would have made a likely and logical location for a Nabataean port because of its close proximity to the Nabataean capital of Petra, but the port has yet to be discovered in Aqaba (Khouri and Whitcomb, 1988). After the annexation of the Nabataean Kingdom in A.D. 106 by Roman Emperor Trajan, Aila fell under Roman control and became the southernmost extent of the Roman province along the via nova Traiana (“Trajan’s new road”), which was extended from Syria in the north all the way to Aila between A.D. 111-116 (e.g. Khouri and Whitcomb, 1988; Parker, 1996). Around the start of the 4th century, the Legio X Fretensis (10th Legion Fretensis) from Jerusalem was stationed in Aqaba to secure the region militarily, which they then called Ailana (Khouri and Whitcomb, 1988). The transition from this to the Byzantine period seems smooth in the archaeological record, but relatively little about this shift is known. The legionary presence in the city remained until at least the 5th century, and Aila is believed to have prospered during the Byzantine period, likely because of this military presence (Parker, 2007).

The reason for the collapse of Roman/Byzantine Aila and the move to Islamic Ayla is a matter of debate, but based on recent excavations the city is believed to have been damaged and/or ruptured by no fewer than seven earthquakes since the second century A.D. (Thomas et al., 2007). Multiple repairs have been documented at what is referred to as the Monumental Building at Aila, and after the A.D. 363 earthquake during the Byzantine period, there was a notable reduction in occupation and a change in function of the structure to a more domestic capacity based on artifacts recovered (Thomas et al., 2007). It is clear that the seismic activity of the region played an ongoing role in functional and social changes at Aila, likely resulting in its decline and eventual collapse somewhere between the mid-7th to mid-8th centuries (Thomas et al., 2007). It is also likely that when the earthquake damage became too severe to make repairs any longer worthwhile, most people started moving away from the dilapidated town, and Islamic Ayla was newly constructed. A small population of people, however, must have remained at Aila to some extent or re-inhabited the site because there is evidence of construction and reuse of earlier Umayyad structures as determined from archaeological deposits dating to the mid- to late 8th century at the site (Thomas et al., 2007).

Muslim rule, the start of the Islamic period, began in A.D. 630 when Yuhanna ibn Ru’ba, a representative or possible bishop of Roman/Byzantine Aila, personally negotiated the city’s surrender to Muhammad at Tabuk in present-day northwestern Saudi Arabia (e.g. Guillaume, 1955; Zayadine, 1994; Parker, 1996). As a part of this arrangement, Muhammad guaranteed the protection of Roman/Byzantine Aila’s ships and caravans on both land and sea, implying that trade and commerce were of great importance to the city of Aila right up until the Muslim conquest (e.g. Guillaume, 1955; Zayadine, 1994). Very soon after the conquest, which was not accompanied by widespread destruction (Avner and Magness, 1998), the new fortified city of Ayla was founded by the Muslims, beginning a new of chapter of development in Aqaba (Whitcomb, 1994a).

It is important to clarify that the cities of Islamic Ayla and Roman/Byzantine Aila, are both pronounced the same way, and because a variety of spellings have been used for both sites, this can be confusing in the historical record and even in modern publications at times. Roman/Byzantine Aila, excavated from 1994-2002 by S. Thomas Parker, has also been referred to as Ailana, Aelana, Elana, Haila, Ailath, and even Ayla (e.g. Parker, 1996; Whitcomb, 1997). Islamic Ayla, because it was founded centuries after classical Aila in the 7th century, was also called “Wayla” by Shams ad-din Muqaddasi, the first Arab geographer to study the area as he traveled through the region during the 10th century (de Goeje, 1906; Whitcomb, 1997). “Wayla” is thought to mean “diminutive little Aila,” and was presumably introduced by Muqaddasi to reduce confusion about the two similar city names, although the name seems to have remained idiosyncratic to him and his writings (Whitcomb, 1997). Referring to this perceived naming problem, Muqaddasi wrote, “The city is usually called Ayla, but the true Ayla is in ruins nearby…ask them concerning the town by the sea” (e.g. de Goeje, 1906; Khouri and Whitcomb, 1988). Interestingly, until 1986 this quote could not be understood by modern historians and archaeologists because the ruins of Islamic Ayla and most of Roman/Byzantine Aila were completely buried by sand by the time Whitcomb first visited Aqaba in the early 1980s. According to Khouri and Whitcomb (1988), however, Muqaddasi’s 10th century observations, coupled with a few scattered sherds found on the surface above where Islamic Ayla was buried, are the reasons that Whitcomb dug a few small excavation probes, eventually finding the Islamic city once again.

In A.D. 661, Damascus became the new capital of the Arab-Muslim Umayyad caliphate. Jordan prospered during the Umayyad period (A.D. 661-750), likely because of its proximity to Damascus. With walls preserved up to 4.5 meters tall, Early Islamic Ayla, an example of this Umayyad prosperity, contains four gates or entrances leading into the city: the Egyptian Gate, the Syrian gate, the Hejaz (Hijaz) Gate, and the Sea Gate (Whitcomb, 1995a). Once established, the city flourished from A.D. 650 until A.D. 746 or 749 when a large earthquake struck Ayla, requiring that substantial repairs be made to its walls and towers (Whitcomb, 1995b). The extensive damage documented by excavation records and the likely weakened infrastructure of Ayla may have contributed to the defeat of the Umayyads by the Abbasids in A.D. 750 (Whitcomb, 1995b). This earthquake event, and all others that may have affected the city of Ayla and the greater Aqaba coastal zone, will be discussed in the next chapter in a section that will summarize the known seismic activity of the region.

Following this mid-8th C. earthquake, the city experienced a serious investment of capital in the form of rebuilding, expansion, and reorganization of architectural space (Cobb, 1995). This post-Umayyad re-build can be seen, most readily, in the restructured Abbasid mosque, and in the extramural expansion associated with this period, according to Cobb (1995). Also, the city of Ayla is marked by axial streets dividing the town into four quadrants, and at this central meeting place stood a tetrapylon, referred to as the “Central Pavilion” (Whitcomb, 1994a). At this central crossing, another change in the administration of the city can be seen through the modification of the function of the Central Pavilion from that of an administrative center to what appears to be a domestic residence in the Abbasid period. Khouri and Whitcomb (1988) suggest this may have been turned into the home of a governor or other city official. The city was possibly damaged yet again by another earthquake only a few years later in A.D. 757, but because these earthquakes happened in such a close period of time, they are not individually distinguishable in the archaeological record.

Islamic Ayla, originally built as a “misr,” or fortified camp town, seems to have been an economic center located along the trade route, as well as an oasis of sorts to weary pilgrims making their way to the city of Mecca in the south (Whitcomb, 1995a). After recovering from at least one, if not two, mid-8th century earthquakes and the change to Abbasid rule, it seems that the town of Ayla enjoyed relative prosperity based on the varied pottery collected through Whitcomb’s numerous excavations, which continues to show extensive trade throughout the region, albeit under increasing political destabilization (Cobb, 1995).

Egyptian Fatimid rule in the mid-10th century began a period of adversity as hinted at by geographer Muqaddasi when he writes that, “… in Wayla there is disagreement among the people of Syria, the Hejaz, and Egypt…but I join it to Syria because its customs and measures are Syrian. It is the port of Palestine, from which come its imported goods” (e.g. de Goeje, 1906; Khouri and Whitcomb, 1988). Starting in A.D. 961, a garrison was stationed at Ayla in order to contend with the local tribesmen and other unruly outsiders who were becoming increasingly prevalent, and who would eventually succeeded in sacking the city in A.D. 1024 (Khouri and Whitcomb, 1988).

The city of Islamic Ayla took another major hit when, according to historical sources, and as cited by the earthquake catalogs of Guidobini and Comastri (2005) and Ambraseys (2009), the city of Ayla was severely damaged in the large March 18, 1068 earthquake with an epicenter believed to be in or very near the Gulf of Aqaba. This catastrophic earthquake resulted in the buildings at Ayla being destroyed and all its inhabitants killed, except for twelve residents who were out fishing on the Gulf at the time of the earthquake (e.g. Makdisi, 1956; Guidobini and Comastri, 2005; Ambraseys, 2009). The historical record also shows another earthquake occurred just two months later on May 29, 1068 that is said to have destroyed the city of Ramla in Palestine along with at least 15,000 inhabitants. The effects of these two events are not, however, altogether separable because some locations may have felt both earthquakes. Unfortunately, the close occurrence of these seismic events within the same year caused confusion in the historical record, and sources often combine these two major seismic events into one event (e.g. Guidobini and Comastri, 2005; Ambraseys, 2009).

Destroyed by this large seismic event, the city of Islamic Ayla was eventually captured in A.D. 1116 by King Baldwin I of Jerusalem, and he was not thought to have been met with much resistance as most of the city’s residents had either died or relocated as a result of the A.D. 1068 earthquakes (Whitcomb, 1994a). While a few people had come from other cities like Ramla (Guidoboni and Comastri, 2005) to try and carve out a living in the damaged city, the archaeological record indicates that Islamic Ayla was never fully inhabited nor fully functional again (Whitcomb, 1994a). After the attack by Baldwin I, the Crusaders built a small fort for their garrison, which is thought to be the Aqaba Castle located 850 m south of the collapsed city of Islamic Ayla. Whitcomb (1997) suggests that this move by the Crusaders to a new location down the coastline, rather than repairing or building on top of the old city, can be compared to that of rundown modern inner cities -- that at some point it is just easier and less expensive to construct new buildings at a new location than to restore and reconstruct damaged or dilapidated buildings. The city of Ayla changed hands again when Saladin took the city for Muslim rule from the Crusaders in A.D. 1170, only to have Crusader Renaud de Chatillon briefly occupy the city about a decade later (e.g. Khouri and Whitcomb, 1988).

Whitcomb believes that it is best to turn to the Arab geographers of the 9th and 10th centuries for first-hand descriptions of the development of the town of Ayla, including Ya’qubi who in the late 9th century wrote, “The city of Ayla is a great city on the shores of the Salt Sea, and in it gather the pilgrims of Syria, Egypt and the Maghreb. There are numerous merchants and common people…” (e.g. de Goeje, 1892; Khouri and Whitcomb, 1988). This personal account from geographer Ya’qubi (de Goeje, 1892) attests to the commercial prosperity of the town at that time and, combined with Muqaddasi’s (de Goeje, 1906) insight a century later, it also reveals that multiple sets of ruins were present and visible. Despite the collapse of Roman/Byzantine Aila, the younger Islamic Ayla was prospering (Khouri and Whitcomb, 1988).

Several westerners are known to have visited the Islamic city of Ayla throughout the 19th century. Travelers who visited the area in the first half of this century include John Lewis Burckhardt in 1816, German geographer and naturalist Eduard Rüppell and surgeon Michael Hay in 1822, French explorers Leon de Laborde and Linant de Bellefonds in 1826, and British Navy lieutenant J. Raymond Wellsted in 1833 (e.g. Burckhardt, 1822; Rüppell, 1829, 1840; de Laborde, 1838; Wellsted, 1837, 1978). The Aqaba area was also visited by a number of Western travelers in the second half of the 19th century, including English theologian Arthur Stanley in 1852-1853, English scholar Charles Doughty in 1876, English diplomat and orientalist Richard Burton in 1877, and Czech theologian and orientalist Alois Musil visited the area in 1898 and again in 1902 and 1910 (e.g. Musil, 1907, 1908, 1926; Stanley, 1910; Burton, 1913a, 1913b; Doughty, 1921).

One of the earliest 20th century visitors to the city was T.E. Lawrence in 1913 while on his trek through the region with C. Leonard Woolley. In describing what seemed to be the ruins of Islamic Ayla, Lawrence suggested the ruins and scattered artifacts represent “an Arab settlement of some luxury in the early Middle Ages” (Woolley and Lawrence, 1936). He then mentions that “there are ruins a little farther inland, and these represent probably a small village outside the gates of the larger place,” which, based on geographic placement, must have been the even older ruins of classical Aila (Woolley and Lawrence, 1936). These early accounts of Islamic Ayla and Roman/Byzantine Aila are particularly interesting and important because by the time archaeologist Donald Whitcomb visited the region in the 1980s, these ruins were either buried in the sand and out of sight, or partially built on by the expanding modern city of Aqaba. As mentioned, Whitcomb based the location of his first small trenches at Islamic Ayla on a very small surface scatter of sherds he found, as well as the primary source accounts of early geographer Muqaddasi (Khouri and Whitcomb, 1988). But the historical accounts throughout the centuries, such as Woolley’s and Lawrence’s, also reaffirmed that there were indeed numerous sets of archaeological ruins along the southern coast of modern-day Jordan.

During Whitcomb’s first excavation along the Egyptian wall and gate at Ayla in 1986, he identified several occupational phases as the site, Phases A-E, which included the Umayyad, Abbasid, and Fatimid periods (Table 3.2) (Whitcomb, 1987, 1994a). Ceramic sherds from these trenches, and those from the rest of his archaeological field seasons, testify to an international commerce at Ayla, and include imports from Iran, Iraq, Egypt, and China (e.g. Whitcomb, 1987, 1994a). Exports from Ayla to eastern Africa and the Far East also suggest broad commercial contacts during the Umayyad and Fatimid periods (Whitcomb, 1994a).

Damgaard (2011) published a site plan for Islamic Ayla showing the archaeological phasing of the site based on Whitcomb’s excavations of the city and his own work at Ayla (Figure 3.3). Damgaard’s phasing of the site includes occupational Phases 1-5, and can be roughly divided into a chronological framework based on the ceramic horizon of associated deposits and the morphology of the architecture (Damgaard, 2011). This updated phasing correlates very closely to Whitcomb’s phasing of Ayla (Phases A-E), although there are differences. To summarize these two phasing schemes, Damgaard’s Phase 5 (mid 7th - mid 8th C.) corresponds to Whitcomb’s Phase A (A.D. 650-750) and encompasses the same period of time during the Rashidun and Umayyad periods, the foundation and approximately the first one hundred years at the site (Whitcomb, 1994a; Damgaard, 2011).

The phasing differs slightly between Whitcomb’s Phase B, which spans the years A.D. 750-850, and Damgaard’s Phase 4, which encompasses the mid 8th C. to the early 9th C. (Whitcomb, 1994a; Damgaard, 2011). Whitcomb (1994a) describes these years at Ayla as showing periods of growth and prosperity. Next, according to Whitcomb (1994a), Phase C at Ayla includes the years A.D. 850-950 during the middle Abbasid period and represents continued periods of growth and prosperity. Phase C correlates to Damgaards’s Phase 3 of Ayla, which is described as the Abbasid period from the 9th to the early 10th C. (Damgaard, 2011).

Moving forward in the life of the city, Whitcomb defines Phase D as A.D. 950-1050 during the late Abbasid or Fatimid periods, and Damgaard’s corresponding phase, Phase 2, is described as occurring in the mid-to late 10th C. during the late Abbasid to early Fatimid periods (Whitcomb, 1994a; Damgaard, 2011). It is during this period of time that disruptions and decline start to appear in the archaeological record at Ayla (Whitcomb, 1994a).

Finally, the most recent occupational phase at Islamic Ayla as identified by Whitcomb, Phase E, encompasses the years A.D. 1050 during the Fatimid period to A.D. 1116 when the city is finally taken by Baldwin I during the Crusader period. Damgaard’s earliest phase, Phase 1, spans the 11th C. to the early 12th C. (Damgaard, 2011).

Whitcomb continued to excavate at Islamic Ayla until 1995, and in the process unearthed a good portion of the city and revealed much about the economy and trade happening at Ayla and in the surrounding region. Despite nearly a decade of excavation, however, much of the original city still remains buried, including the majority of the earliest Umayyad occupational layers. The Umayyad materials remain largely unexcavated primarily due to a deep overburden of younger material, a shallow water table which makes accessing the earliest deposits difficult, and limited excavation time each season. Seismic activity at the site has also likely contributed to the overall subsidence of Ayla, making these oldest archaeological remains challenging to access (e.g. Whitcomb, 1987).

Ceramics and the Archaeological Record at Early Islamic Ayla

Besides a very limited number of primary sources available concerning the site, the majority of what is known about Early Islamic Ayla comes from the previous archaeological excavations conducted, as mentioned. As far as pottery is concerned, each of the periods represented at Ayla tends to have its own characteristic style of pottery, and with tight stratigraphic control, pottery recovered from excavations can be used to better understand the history of the region. Depending on the degree of preservation, artifacts can provide clues and act to illuminate the culture of the people who once lived at a site (Khouri and Whitcomb, 1988). Most pottery recovered from an excavation typically consists of undecorated body sherds which are non-diagnostic pieces of a broken ceramic vessel that may give a ceramicist clues to its age. What is preferential to find during an excavation, however, are indicator sherds which reveal a diagnostic aspect of the vessel that is useful for the purposes of reconstruction and dating. A diagnostic sherd can consist of anything from the rim, base, or handle of a vessel, to a diagnostic glaze, paint, or incised pattern specific to a certain time period, for example. It should also be noted that even though an indicator sherd may be found, it may not be specific enough or well enough preserved to be dated accurately by a pottery expert. Still, indicator sherds inevitably reveal more information about the vessel as a whole than do body sherds.

As with any material manufactured throughout history, changes in the production of ceramic pottery occur through time. The ceramics at Ayla most certainly vary through the Islamic period, century to century, and have been found throughout the region signifying extensive trade at the city of Islamic Ayla (Khouri and Whitcomb, 1988). Changes in pottery can occur for several reasons -- as a result of a need for a specific function and/or form (e.g., water vessel vs. container for dry goods), because the available clay source or manufacturing technique of the pottery changes from wheel-made to hand-made, or vice versa, because the firing process changed, or because stylistic changes, which naturally occur in anything man-made, evolve through time as styles still do today. The analysis of pottery on the basis of vessel form, however, is typically not as common as analysis based on stylistic attributes (Sharer and Ashmore, 1979). Paint on the outside of a vessel, for example, served no function for that particular vessel, other than to be aesthetically pleasing or potentially to signify cost or societal status. The decorative paint and patterns used, however, become associated with specific periods and can be traced to determine the extent of trade, which can provide insight into the economics and politics of a historical period.

There are currently two ceramic typologies for the site of Islamic Ayla: the 1986 typology devised by Whitcomb, and a 2009 typology developed by Damgaard (2011). Starting with his excavation in 1986, Whitcomb categorized pottery recovered from stratified loci on the basis of vessel form and, in part, the surface treatment of the ceramics (e.g. Whitcomb, 1987). Rather than creating an entirely different typology, Damgaard (2011) augmented Whitcomb’s 1986 field typology and combined it with the ceramic types collected from the single 2008 Islamic Aqaba Project campaign (Damgaard, 2011). The 2009 ceramic typology, however, categorizes pottery on the basis of ware and fabric instead of form. This change in sorting principles from vessel form to ware was intended to help trace mercantilism at Ayla by distinguishing between locally produced wares and imports (Damgaard, 2011). A complete ceramic typology for the site has not been published, but in his dissertation Damgaard (2011) published the first comprehensive catalog of ceramic wares and types at Ayla, and also included Whitcomb’s 1986 typology for reference.

Since Ayla was founded in or around A.D. 650, the earliest (oldest) pottery found in situ at the site of Islamic Ayla dates to the early Umayyad period (Whitcomb, 1987). The pottery from this period represents the transition from Byzantine to Islamic material culture (Whitcomb, 1989b). Although difficult to reach in a stratigraphic section, as discussed previously, during the 1993 field season Whitcomb was alerted to the fact that there were building foundations that exposed supposed ancient pottery kilns in the modern Radwan neighborhood near Islamic Ayla. After an initial investigation, his planned excavation for the season was expanded to include the excavation of two 7th century kilns, the larger of which was almost 4 m in diameter (Melkawi et al., 1994). This find constituted one of the most important ceramics discoveries made in Aqaba, indicating a vital increase in occupation and commerce, and confirming industrial manufacturing of pottery at Islamic Ayla (Melkawi et al., 1994). Within the pottery found in situ in and around the two kilns at this new site, for instance, were Egyptian imports and the occurrence of ceramics with Coptic attributes, clearly borrowed from Egyptian pottery known as Coptic-glazed ware (Melkawi et al., 1994).

Interestingly, a number of identifiable types of pottery found at Ayla are found nowhere else in the region, and thus, “do not have ready or even vague parallels” (Melkawi et al., 1994). The findings at the 7th century kiln site actually suggest that this medieval city was a separate regional pottery center marked by strong new tradition, and is a feature that may be readily associated with the experience of early Islamic times, according to Melkawi et al. (1994). As discussed, the Red Sea was a route of trade and cultural connections in the early Islamic period, and a special type of 7th century amphora (“Ayla-Axum ware”) was used as a cargo container by the merchants because they were sturdy enough and large enough for carrying quantities of goods some distance (Whitcomb, 1994b). This expansion in Red Sea commerce after the Arab conquest in the 7th century increased the need for such amphorae, which have been found near Aden in present-day Yemen and even as far as Axum in modern Ethiopia (Whitcomb, 1994b). Whitcomb (1994b) also found what he considered to be “startling evidence” of this Ethiopian connection in an Axumite coin, the second recovered from his archaeological excavations.

Starting in A.D. 750, a change of political power from the Umayyads to the Abbasids also resulted in a change of pottery from the amphora mentioned to what is known as “Mahesh ware.” Identified and named by Whitcomb (1989b), Mahesh ware is characterized by cream-colored ware and is easily identified by a wavy pattern of incised combing that circles the vessel near the rim and/or middle of the vessel. While it is not the style of the pottery that is important, Mahesh ware is the pottery most readily associated with the Abbasid period, and it allows archaeologists to study the distinct beginning of new Abbasid traditions (Whitcomb, 1989b).

Whitcomb (1988a) has also identified at Ayla a type of handmade pottery, very utilitarian in nature, dated to the early- to mid-11th century (or perhaps very late 10th C.) for which he coined (or rather borrowed) the name “Tupperware” because it represents an everyday type of pottery that a family might use. The Tupperware also seems to have been made to nest one inside the other
. Whitcomb (pers. comm., 2011) suggests that the Ayla Tupperware can act as a gauge of cultural stresses indicative of industrial, economic, and political change. Rautman (1998) explains that the adoption of wheel-based pottery-making in this part of the world is generally considered to reflect rising craft specialization and social complexity, and that the re-emergence of handmade pottery could reflect times of “dramatic cultural change.” Found alongside the handmade pottery in the late 10th - early 11th centuries in the archaeological record at Ayla are also fine luxury ceramics, including imported Chinese wares, as well as an increased trash accumulation pointing to economic disparity, and perhaps population pressures (e.g. Whitcomb, 1994a; Cobb, 1995).

Whitcomb hypothesizes that the Ayla Tupperware was produced at home by women, and perhaps by helpful children (Whitcomb, pers. comm., 2011), unlike most other pottery at Ayla that was wheel-made and produced in bulk, as was evidenced at the 7th century kiln site (Melkawi et al., 1994). Impressions of reed mats are often found on the base of the Tupperware, and some vessels were found to have been repaired (Whitcomb, 1988a). Tupperware pottery was most predominantly recovered from archaeological layers leading up to the A.D. 1068 earthquake, after which ashy destruction layers are commonly found (Whitcomb, 1988a). These handmade rich pottery assemblages indicate, therefore, that even before the city was destroyed by the earthquake of A.D. 1068, times were difficult and making pottery at home was a necessity because the ceramic industry at Ayla had been interrupted or collapsed. The Ayla Tupperware is also sometimes referred to as “abandonment pottery” because it is also found in archaeological deposits after the A.D. 1068 earthquake, although to a lesser extent (Whitcomb, pers. comm., 2011).

One of the most significant archaeological discoveries ever made at Islamic Ayla was a hoard of thirty-two gold dinars (medieval coins), minted primarily in North Africa by rulers loyal to Muslim Spain, found buried only a meter beneath the surface just inside the Syrian Gate (Whitcomb, 1992). This find acts to further illustrate the importance of the port of Ayla as a site of trade and commerce during the early Islamic period. As Whitcomb points out, this financial loss would have constituted a personal tragedy for someone, and he has hypothesized that this coin purse belonged to either a merchant or traveler, perhaps someone on his way to Mecca (Whitcomb, 1992). Further, based on the stratified evidence and the shallow depth of burial near the Syrian Gate, which is one of the four main entrances to the city, Whitcomb (1992) has postulated that the coin purse could have been dropped or temporarily hidden during the sacking of Ayla by Bedouin in A.D. 1024, never to be collected by the owner.

Political turmoil most certainly interfered with the yearly pilgrimage to Mecca along both the Nile and Red Sea routes. Peters (1994) refers to the Crusaders entering the area at this time as “Western intruders” who at the beginning of the 12th century held Jerusalem, large areas of coastal Syria, and even areas east of the Jordan River. As discussed, Ayla is known to have finally fallen when King Baldwin I took the city in A.D. 1116 (Khouri and Whitcomb, 1988). By this year, the Seigneurie of Montreal extended down through the Gulf of Aqaba and included the “fortress of Ayla” (Peters, 1994).

Given the long history of ancient Aqaba, it is telling that modern Aqaba functions in much the same way today as it has throughout the centuries -- it is still primarily a town that people visit on vacation or to pass through on their way to Israel to the west or to Saudi Arabia in the south. Known for very hot summers and temperate winters, it is located in an oasis-like setting with date palm trees and the stunning Gulf of Aqaba as a backdrop, Jordan’s only access to the Red Sea and Indian Ocean. The Gulf of Aqaba also functions as a vital port for the import and export of goods. So while the number of permanent residents in Aqaba continues to grow as the city itself expands, the city swells significantly on the weekends and during the holidays with tourists, and also with visitors from Amman and other near-by cities looking for a place to relax.

The archaeological evidence of the Islamic periods at Ayla in Aqaba provides important information on the sequence of the cultural changes that happened between late antiquity and the formation of early Islam, as well as the development between the Abbasid and the Fatimid periods (Whitcomb, 1988b). The pottery assemblages at Ayla, combined with Muqadassi’s first-hand 10th century accounts of the port, also provide evidence of the prosperity of Ayla and its extensive trade connections with North Africa, Palestine, the Hejaz, and the Far East, including China (e.g. de Goeje, 1906; Khouri and Whitcomb, 1988). More than anything, it was Ayla’s geographic location at the head of the Gulf of Aqaba at the intersection of the land and sea routes (namely the North African/Egyptian and Palestinian/Syrian roads), as well as the abundant freshwater sources (Whitcomb, 1994b), that turned Ayla into a wonderful stop-over town for Muslim pilgrims on their way to Mecca (Khouri and Whitcomb, 1988).

Liquefaction Susceptibility

Work at Islamic Ayla and in the city of Aqaba has also included an evaluation of the liquefaction susceptibility of the site and region. The phenomenon of liquefaction is an earthquake hazard usually associated with granular sediments like sand and some gravels, although finer-grained sediments such as silts and clays can liquefy as well (McCarthy, 2002; Boulanger and Idriss, 2006). Especially susceptible where the water table is shallow, seismic ground shaking can cause sediment grains to push apart and shift, settling past one another in an attempt to move into a denser and more compact arrangement as the groundwater rises to the surface acting to reduce the load capacity of the affected sediment (Marshak, 2009). The presence of pore water interferes with the cohesion and subsequent rearrangement of grains, however, and much of the soil’s shear strength is also temporarily lost during seismic ground shaking (McCarthy, 2002). As the once-sturdy ground weakens because of the rising groundwater and sinking sediment, structures built on the surface of the affected region can sustain damage ranging from toppled chimneys, cracked foundations, and leaning or sinking walls to the complete failure and loss of a structure (Ambraseys, 2009).

Determined to be highly susceptible to liquefaction in studies conducted by Mansoor (2002) and Mansoor et al. (2004), the modern city of Aqaba, Jordan is currently at risk of liquefaction should a sizeable earthquake occur within the region. Islamic Ayla lies in an area of especially high liquefaction susceptibility due to the presence of saturated sands at shallow depth and its close proximity to the Gulf of Aqaba (Mansoor, 2002; Mansoor et al., 2004). The water table at the site of Islamic Ayla is approximately 3 m below the ground surface except in the wadi that now runs through the site where the water table is at a depth of 2 m (Al-Homoud and Tal, 1998). The city was also built on top of primarily unconsolidated alluvial sediments washed down from the large Wadi ‘Arabah and Wadi Yutim drainages located to the north of the city (e.g. Al-Homoud and Tal, 1998). Allison and Niemi (2010) conducted a drilling campaign in the so-called Circular Area, a portion of the Aqaba coastal plain located approximately 200-800 m inland from the Gulf, in order to reconstruct the paleoenvironment of ancient Aqaba. Thirteen sediment cores drilled to a depth of 10 m in the Circular Area define a basal marine transgression overlain by a regressive sequence of coastal lagoon deposits and backshore lake, sand dune, and distal alluvial fan deposits (Allison and Niemi, 2010). Brückner et al. (2002) also report the stratigraphy of a core recovered from the Mövenpick Hotel construction site, located 50 m from the shoreline and just north of our study site at Islamic Ayla. This core revealed that a 6-m-thick alluvial sequence overlies littoral sands encountered at a depth of 1.35 meters below sea level.

Al-Homoud and Tal (1998) conducted geotechnical investigations at Islamic Ayla where three borings were made to a depth of 12 m in order to obtain a soil profile with depth. They found that the archaeological site is underlain by relatively uniform subsurface conditions, and that the archaeological sediments are supported by up to 5.5 m of medium dense silty and clayey sand. The basal sediments located even further underneath Ayla are fluvial granitic gravels and sands (Al-Homoud and Tal, 1998). Two types of fill layers were found at Islamic Ayla: (1) a non-homogeneous fill lacking texture and structure and containing remnants of ash and other unidentified objects, and (2) poorly-stratified silt, sand, and gravel flood deposits from the wadi that cuts through the site (Al-Homoud and Tal, 1998). Al-Homoud and Tal (1998) also reported tilting and sinking of exterior walls that they interpreted as slumping due to horizontal ground acceleration in an earthquake.

Al-Tarazi and Korjenkov (2007) also studied the liquefaction of the Aqaba area during an archaeoseismic investigation of the city of Islamic Ayla and determined that Ayla has been damaged by liquefaction due to seismic ground shaking in the historic past and that repairs were made as a result, as has been documented by Whitcomb (1994, 1997). They confirmed that an earthquake damaged the city in the 8th century at the end of the Umayyad period, which was likely the January 18, 746/749 earthquake, although Al-Tarazi and Korjenkov (2007) cite this event as A.D. 748. They also report observing substantial damage including the tilting of walls from the A.D. 1068 earthquake during the Fatimid period
. Finally, they found that the modern November 22, 1995 earthquake in Nuweiba, Egypt, which had a Mw = 7.1-7.3 (e.g. Klinger et al., 1999; Hofstetter, 2003) and was the largest to affect the area since the A.D. 1068 event, also left clear traces of liquefaction damage in the excavated buildings at Ayla. The 1995 Nuweiba epicenter was located at least 100 kilometers from the Islamic city, and a Modified Mercalli Intensity (MMI) of VIII was observed by Al-Tarazi (2000) along the beach in the Aqaba coastal zone for that event.

Finally, evidence of liquefaction typically includes sand blows and leaning or toppled structures on the surface, and dikes of fluidized sediment (usually sand) in cross-section. Noller (2001) discusses how the compactness of archaeological deposits and floors can actually lead to greater overpressure in areas with seismically accelerated sand, causing it to liquefy and form dikes and sills in cross-section. At Islamic Ayla in 1992, Whitcomb actually identified a small sand dike in cross-section as it was exposed in a trench wall during the course of his excavation of Area G near the wadi (Figure 3.4). In addition to the studies by Al-Homoud and Tal (1998), Mansoor (2002), Mansoor et al. (2004), and Al-Tarazi and Korjenkov (2007) which have shown that the Aqaba area and the site of Ayla are liquefiable, this photograph (Figure 3.4) and associated excavation log are evidence that liquefaction has occurred in the historic past in the city of Ayla, and that the strata upon which the modern city of Aqaba is built are capable of being liquefied in the future.

2009 Archaeoseismic Excavation at Early Islamic Ayla

Introduction

The purpose of this current archaeoseismic research is to use archaeological excavation and geological mapping techniques to document evidence for the history of earthquakes occurring during late antiquity in the region south of the Dead Sea in Wadi ‘Arabah with special focus on the site of Early Islamic Ayla in Aqaba, Jordan. As discussed in previous sections, portions of the Islamic Ayla site were first excavated during the late 1980s and early 1990s by Dr. Donald Whitcomb of the Oriental Institute at the University of Chicago. In addition to his numerous archaeological finds, his excavations at Ayla revealed evidence of seismic activity at the site, including the extant leaning southern wall of the city of Ayla (Whitcomb, 1994a).

In 2001, Dr. Sawsan Fakhri of the Department of Antiquities in Aqaba also conducted limited excavations along the southern wall (usually called the ‘sea wall’ because it faces the beach) as part of a project to reconstruct the dilapidated eastern and southern walls of Ayla for both archaeological and historical preservation purposes. The Department of Antiquities excavations revealed that large segments of the sea wall lean outward, and in an area of the Islamic town highlighted by this study, the leaning city wall was found to have been repaired by the construction of a 3.5 m-long revetment wall or buttress built to support the damaged wall (Figure 3.5).

The structural damage of the Ayla city wall is recognized from several distinct features. The exposure of the western edge of the revetment and leaning city wall revealed that the wall is still intact in that the stones are still stacked one on top of the other, but this portion of the sea wall is clearly leaning forward and has sunk into the ground indicating a loss of underlying support. The damaged section of the city wall also seems to have been somewhat shaken apart so that the most substantially constructed outer course of stones pulled away from the main part of the structure, thus necessitating the construction of a revetment wall. With the objective of excavating this earthquake damaged wall in a future season of the Wadi ‘Arabah Earthquake Project (WAEP), Niemi requested that this section of the leaning city wall and revetment be left in situ and not removed during the reconstruction process. Fortunately, Dr. Fakhri was able to leave these structures in place as she worked to reconstruct the city wall of Ayla, allowing for this current study to take place.

In February and March of 2009, archaeoseismic excavations were conducted at the site of Early Islamic Ayla with the goal of investigating the section of the original city sea wall that is hypothesized to have been damaged due to liquefaction as a result of seismic activity in the region and then repaired with a buttress shortly thereafter (Figure 3.6). One of the primary goals for this excavation was to obtain pottery and charcoal fragments for radiocarbon analysis, if possible, from within and beneath the revetment wall, with the goal of dating the revetment construction, and thus constraining the age of the earthquake that caused the subsequent liquefaction damage. Dating this earthquake damage and the repair construction is very important to understanding the occupational history of the site of Early Islamic Ayla as well as the seismic history of the region.

Methodology

Archaeological excavation techniques were employed at this site in order to study the damaged portion of the Islamic Ayla city wall in a detailed and methodical fashion, with special attention paid to the construction and condition of the architecture present. In order to constrain the construction date of the revetment wall, with the objective of thereby constraining the date of the seismic damage sustained by the Ayla city sea wall, two trenches, AY1 and AY2, were excavated along the outside of the city wall closest to the beach over the course of twelve days (Figure 3.7). Both trenches were aligned with the standing architecture at the site, the original (buried) and reconstructed city walls of Ayla. The reconstructed wall of Ayla was built by the Department of Antiquities so as to be positioned directly over the original Ayla city wall where possible, with the objective of keeping the original plan of the Islamic city intact and preserving the ancient wall from further deterioration. This choice of trench alignment, as opposed to aligning the trenches based on standard cardinal directions as is often the practice during an archaeological excavation, was made primarily because it was our intention to include within each trench both the original and reconstructed city walls. The reconstructed sea wall trends roughly N53˚W, and both trenches were aligned perpendicular to this at N37˚E.

Investigation of the site followed standard archaeological excavation practices in that the site was excavated carefully and slowly, centimeter by centimeter from the top soil layer down, paying special attention to changes in sediment type, color, texture, degree of compaction, unit thickness and placement within the trench. Each time a change in the sediment was observed in one of the trenches, a new “locus” or layer was assigned and recorded in order to maintain stratigraphic control over the site and excavation. Sediment color was determined from a Munsell® soil color chart and recorded for each locus. Artifacts such as pottery, glass, and shell fragments, among other items unearthed, were collected from each locus for analysis and dating purposes. The extant architecture exposed in trenches AY1 and AY2 were also assigned a specific locus. Top plans and cross-sections of each trench were drawn throughout the various stages of the excavation process, and each trench and the site itself were photographed in detail. Following the completion of the excavation of the leaning city wall and revetment at Ayla, a final report was submitted to the Jordanian Department of Antiquities detailing the excavation process and the artifacts recovered, as well as a preliminary analysis of the excavation findings.

Two dating methods were used in this archaeoseismic study: radiocarbon dating and ceramic analysis. Samples of charcoal fragments were collected from sediment in both trenches, and the Center for Accelerator Mass Spectrometry (CAMS) at the Lawrence Livermore National Laboratory in California performed the C-14 analysis. Radiocarbon dates were calibrated to a two sigma probability using the CALIB Radiocarbon Calibration 7.0 program and included the IntCal13 curve selection (Reimer et al., 2013). The pottery recovered as a result of this excavation was dated by Donald Whitcomb from the Oriental Institute at the University of Chicago. Several other archaeologists and ceramicists who specialize in the Islamic period in Jordan, including Kharieh Amr, Yvonne Gerber, and Bethany Walker, provided expertise on pottery identification and dating.

Archaeological excavations, by their nature, are destructive. One of the most important considerations when conducting an excavation is the conservation of the site itself. It is important that the site be disturbed as little as possible during the actual excavation, and that the original condition of the site is preserved as much as is feasible for the work that must be conducted. In the interest of conservation, both trenches AY1 and AY2 were backfilled completely with the excavated sediment to prevent further deterioration of the architecture. Thick sheets of plastic were also placed at the bottoms of both trenches to alert future excavation teams of the excavation efforts in this specific location outside of the city sea wall.

Excavation Results

Introduction

The city wall, eight to nine courses high, is primarily composed of large, limestone and sandstone ashlars. The 3.5 m-long section of damaged wall is leaning uniformly at an angle of approximately 30˚ out toward the Gulf of Aqaba, with the upper course of stones leaning the furthest forward. The wall is described as ‘leaning’ and not as fallen or collapsed because the building stones present at the time of this excavation are still stacked one on top of the other in an organized fashion, as would have been the case when the wall was in use, although the entire damaged section tilts toward the beach as though it lacks underlying structural support.

Trench AY1

Trench AY1 was laid out as a 2 m by 3 m trench at the northern end of the study site, positioned to intersect the visible northwestern edge of the revetment and leaning city wall within its parameters. Excavation of trench AY1 began with the removal of locus AY1:1, a lightly compacted, 20 cm-thick layer of light-brown, silty sand containing a few cobbles, from over the entirety of the trench. This unit was followed by the removal of locus AY1:2, a lightly compacted, 35 cm-thick layer of light-brown, silty sand with a slightly higher concentration of cobbles, also excavated from across the majority of trench AY1. One large sandstone boulder was left pedestaled in this locus, but as the excavation continued it proved to be unassociated with any of the existing architecture in the trench so it was eventually removed. Beneath locus AY1:2 there was an obvious and significant change in the sediment, and a layer of loosely consolidated, light-gray, medium-grained sand with a few pebbles, designated as locus AY1:7, was located along the northeastern balk of the trench where the trench intersects the original buried city wall. This locus was not fully excavated because it does not come into contact with either the leaning wall or revetment wall, so a total unit thickness is not available.

Each of the four walls exposed in trench AY1 was also designated as a separate locus for the purposes of this excavation. These are: (1) the reconstructed city wall built by the Department of Antiquities, locus AY1:3, (2) the revetment wall, locus AY1:4, (3) the damaged and leaning portion of the original city wall, locus AY1:5, and, (4) the portion of the original city sea wall that was buried underneath the reconstructed city wall, locus AY1:6. Locus AY1:6 was only visible once exposed by the complete removal of loci AY1:1 and AY1:2 in this trench. Unlike the large limestone ashlars used to construct the upper portion of the leaning city wall section, the lower portion of the original city wall that was exposed beneath the reconstructed wall during excavation was comprised of blocks of red sandstone which were found to be deteriorating (Figure 3.8).

Sealed by locus AY1:2, locus AY1:8 is a light-brown, silty sand with granules that covers the entirety of the trench, except for where the unconsolidated pebbly sand (locus AY1:7) was located across the northeastern balk of the trench. Excavation efforts were then concentrated in a 1 m square probe in the south corner of trench AY1. In this corner, what seemed to be the same loosely consolidated, medium-grained, pebbly sand layer identified along the northeastern balk (locus AY1:7) was uncovered, although at a slightly lower elevation, and was designated as locus AY1:9. The average thickness of locus AY1:9 was 32 cm. Upon removal of this locus within the trench probe, a layer of silty sand with a small percentage of clay was revealed and designated as locus AY1:10. At its deepest point in this probe, the trench was excavated to a total of 1.3 m. Further excavation of locus AY1:10 was unnecessary based on the specific goals of this trench to fully expose the northwestern edge of the leaning city wall and revetment and to collect dateable materials from beneath the revetment wall itself.

These excavation goals were achieved as the southeastern balk of trench AY1 fully exposed the northwestern edge of the extant leaning wall, as well as the revetment wall (Figure 3.9). The revetment wall was revealed to be a relatively shallow structure, approximately six courses high, with the base of the revetment located roughly 55 cm beneath the current ground surface. As exposed in cross-section along its northwestern edge, the revetment wall measured 1.30 m tall at its northern corner, and 1.25 m at its western corner, and is up to 1.95 m wide (measured NE to SW) as exposed in this trench. This excavation revealed that the revetment wall is composed of several different types of materials including locally sourced granitic cobbles, blocks of red sandstone, blocks of worked and unworked limestone, and a few cobble-sized pieces of coral (Figure 3.10). As will be discussed through the excavation of trench AY2, it became apparent that larger stones, both worked and unworked, were primarily used to outline the revetment wall’s outer courses, while the center of the buttress was comprised of a rubble fill. Based on its rough and uneven surface configuration, which is visible in both top plan view and in cross-section, it is assumed that the revetment was once composed of additional stones and likely stood several courses higher than it does in its current state. Exposure of the northwestern edge of the buttress also revealed that this wall, like the damaged portion of the city wall it was built to support, is also now leaning out toward the Gulf of Aqaba.

Finally, a small probe was extended laterally into the southeastern balk of trench AY1 underneath the revetment wall in order to obtain datable material from beneath the construction. A small amount of pottery was collected from within this probe which included one indicator sherd and ten body sherds. In all, 490 sherds were collected from the AY1 trench during the course of excavation.

Trench AY2

Trench AY2 was initially laid out as a 2 m by 3 m trench and was aligned with the extant architecture at N37˚E as previously described. The removal of the first locus in this trench, locus AY2:1, a loosely compacted, light-brown, silty sand with a few cobbles, approximately 20 cm thick, helped to define more clearly the extent of the underlying architecture. Trench AY2 was quickly extended 2 m to the northwest in order to more thoroughly include the revetment wall and leaning city wall within the trench parameters, and locus AY2:1 was removed from the remainder of the now 4 m by 3 m trench. Locus AY2:2, a loosely consolidated, pebbly gravel with an approximate thickness of 20 cm was the next unit excavated. This locus was interpreted to be a fill layer of some sort rather than an archaeological soil layer based on its homogeneity, particle size, loose compaction, and complete lack of artifacts. This fill layer was most likely deposited as a result of the Department of Antiquities reconstruction project of the southern Ayla city wall in 2001.

Excavation through most of this trench was limited to exposing and articulating the top and outer face of the revetment wall. After the removal of the overlying soil layers, both the revetment and leaning city wall, loci AY2:3 and AY2:5 respectively, were clearly exposed within the trench (Figure 3.11). Along the northwestern balk of the trench, a 1 m wide section was laid out trending NE-SW across the revetment wall, locus AY2:3, with the goal of sectioning down through the revetment in an effort to collect organic material for radiocarbon dating from sealed loci from within and beneath the revetment (Figure 3.12).

Upon excavation of the 1 m-wide revetment wall section, the portion of the revetment situated within this trench was revealed to be even shallower than the portion of the revetment exposed in trench AY1, and perhaps more loosely constructed as well. This section of the revetment wall was found to be a total of four courses high in its present state, and 1.5 m wide and 0.75 m tall. The outer course of the revetment wall is composed of large, limestone ashlars. The center of the buttress is filled with an interlocking rubble core of cobbles and pebbles with incidental discarded pottery sherds (Figure 3.13). Thin, uneven layers of light brown, sandy silt, approximately 1-4 cm thick, separate the individual stones that comprise the revetment wall. This sediment may have originally been a thick mud slurry of sorts that was used to help set the building stones in place. The outer course of revetment wall stones was not removed in order to maintain the general configuration of the wall during excavation. As each stone was removed from within the center of the sectioned portion of the revetment, both pottery sherds and charcoal fragments were collected from beneath the various courses and labeled accordingly to maintain stratigraphic control of recovery location within the buttress.

After the fourth course of stones was removed, the excavation continued deeper to determine the composition of the sediment upon which the revetment was originally built, and to confirm that the bottom of the revetment wall was reached. The first locus below the fourth course of revetment stones was locus AY2:7, a light brown, medium-grained, silty sand layer, 37-40 cm thick. At a depth of approximately 40 cm below the bottom of the stone revetment wall, a lightly compacted, 2-3 cm-thick layer of off-white plaster and plaster debris was identified and designated as locus AY2:8. Locus AY2:8 was excavated completely, and beneath it lay locus AY2:9, a medium-grained, light brown, silty sand with medium compaction. The depth of this locus is unknown since it was not fully excavated.

Designated as locus AY2:5 in this trench, and previously only visible in cross-section along the eastern balk of trench AY1, the outer course of the leaning city wall is constructed of large, limestone ashlars. The city wall also contains a rubble fill that is visible because of the damage incurred as it leaned and separated from the rest of the city wall, likely as a result of liquefaction of the site due to seismic ground shaking. Other architecture present in trench AY2 included locus AY2:4, which is a small stone wall located to the southeast of the leaning city wall and revetment at this site. Other than cleaning and articulating the uppermost course of the limestone ashlars that comprise this wall, this locus was not excavated any further. Based on its configuration, however, this wall may represent an earlier revetment or even a portion of the original city sea wall (see Figure 3.11 and 3.12).

Locus AY2:6, a lightly compacted, medium-grained, silty sand unit, approximately 35 cm wide as exposed in the top plan view, was located between the revetment wall and the southwestern balk of trench AY2. One copper alloy coin was excavated from just beneath the surface of locus AY2:6. In the same locus and at the same depth as this coin, modern Styrofoam was also present, so the coin is interpreted as having been found in a secondary context rather than primary. Locus AY2:6 was not fully excavated since it was not related to the excavation of the buttress, and thus the thickness of this unit is unknown.

The last locus recorded in trench AY2 was the reconstructed city wall of Ayla, locus AY2:10, which was located just inside the parameters of this trench along the northeastern balk. While not excavated in any way, the reconstructed wall was included in this trench in order to show the relationship between it and the leaning city wall. In all, trench AY2 produced a total of 111 pottery sherds, which is significantly fewer than were recovered from trench AY1, due in part to the fact that the majority of loci in trench AY2 were stone walls rather than soil loci where artifacts are most readily buried.

Ceramic Analyses

The majority of the 602 sherds recovered from this excavation at Early Islamic Ayla were so-called surface finds, and thus were not considered to have been unearthed in their primary context because modern materials were commonly found within the same locus. Surface traffic at the site and previous excavations carried out near this current excavation location have also helped to increase the mixing and contamination of these uppermost units. Overall, of the 602 sherds collected from this excavation, 153 of those are classified as indicators, just over 25% of all the ceramics recovered. However, only 13 of these indicator sherds were unearthed in their primary context, and the remaining indicators were either part of the surface finds mentioned or were located in loci designated as modern.

The majority of the pottery recovered from trench AY1 was composed of scattered surface finds collected from either locus AY1:1 or AY1:2, which were determined to be consistently Abbasid (A.D. 750-969) in age, according to Dr. Donald Whitcomb (pers. comm., 2011). Within this same trench, trench AY1, the small lateral probe excavated into the southeastern balk and underneath the revetment wall produced a total of eleven sherds, one of which was an indicator. This indicator sherd, sherd #477, appears to be the handle of a whole-mouth jar and possibly dates to the early Umayyad period (Whitcomb, pers. comm., 2011). The Umayyad period in Jordan spans the years A.D. 661-750, so this rim collected from underneath the revetment wall was likely produced sometime during the mid-7th C. to the mid-8th C.

During the excavation of loci AY1:2 and AY1:6 within trench AY1, several pottery sherds were found oriented vertically and positioned up against the buried original city wall of Ayla along the northeastern balk of the trench. The sherds were tightly pressed into position against the buried city wall, but it is unclear whether they were intentionally placed there or whether natural processes may have moved them into this unusual arrangement. During the pottery analysis for this locus, Whitcomb (pers. comm., 2011) made special mention that over the course of nearly a decade of excavation he never found vertically oriented pottery sherds at Islamic Ayla. Two indicator sherds from this vertical assemblage, one decorated with red paint (sherd #437) and one Mahesh ware base (sherd #429), date to the Umayyad (A.D. 661-750) and the Abbasid (A.D. 750-969) periods, respectively (Whitcomb, pers. comm., 2011). Mahesh ware is a cream ware or cream-colored pottery that typically contains an incised wavy combed pattern around either the center of the vessel and/or near the rim, and is characteristic of the Abbasid period in Jordan, the mid-8th to the mid-10th C. (Whitcomb, 1989b). Despite the fact that both indicators were excavated from loci containing modern material, their unusual vertical arrangement up against the buried city wall makes these sherds noteworthy.

In trench AY2, ceramics were recovered during excavation from outside and adjacent to the revetment wall as well as from within and underneath the revetment. From locus AY2:6 located outside of the revetment wall along the southwestern balk of trench AY2, three body sherds were collected (#493, #502, and #523) which all date to the early Abbasid period (A.D. 750-969) (Whitcomb, pers. comm., 2011). These were the only datable sherds in trench AY2 that were excavated from outside and adjacent to the revetment wall construction, and thus they provide some context for loci adjacent to the buttress at Ayla.

In trench AY2, several indicator sherds were collected from within the revetment wall, locus AY2:3, during the excavation (sectioning) of this structure. In general, most of the pottery collected from within the buttress consisted of red ware and cream ware body sherds. From underneath the first course of revetment wall stones, Whitcomb (pers. comm., 2011) identified one of the indicators, sherd #511, as a glazed bowl rim of an Iraqi import that dates to the early Abbasid period (A.D. 750-969). Also from beneath the first course of revetment wall stones, a very small fragment of a cream ware vessel with green glaze was recovered during excavation. This glazed sherd also dates to the Abbasid period (Whitcomb, pers. comm., 2011). From beneath the fourth course of revetment wall stones, the rim of an Abbasid jar with a black-brown ware was also identified (Whitcomb, pers. comm., 2011). In terms of typology, this pottery sherd is most similar in form to the 1986 Ayla type 86-48 (Whitcomb, 1987) and to the 2009 Aylah type 201d (Damgaard, 2011). The remaining body sherds collected from locus AY2:3 at the bottom of the wall were given a general date of late Umayyad to early Abbasid, 8th - 10th C. (Whitcomb, pers. comm., 2011).

The largest assemblage of pottery in trench AY2, composed of 55 sherds in all, was collected from beneath the revetment wall within locus AY2:7, although the majority of these ceramics were body sherds rather than indicators. This locus contained an overall predominance of Umayyad (A.D. 661-750) ribbed wares, relatively thick body sherds (1.5 - 2 cm wide) with heavy, lateral ribbing around the circumference of the vessel (Whitcomb, 1987; Whitcomb, pers. comm., 2011). Locus AY2:7 also contained 10 indicator sherds which are shown in Figures 3.14 and 3.15. Each indicator sherd from this locus, with the exception of glazed sherds, was also drawn in cross-section (Figure 3.16).

Several 10th century sherds, the latest sherds recovered from this excavation, were collected from beneath the revetment wall. Sherd #549, the base of a late Abbasid (early- to mid-10th C.) jar hypothesized by Whitcomb (pers. comm., 2011) to have been used to carry milk products, most closely matches the 1986 Ayla typology form 86-235 (Whitcomb, 1987). Sherd #549 also appears most similar to type 202d from the 2009 Aylah typology (Damgaard, 2011). This 10th C. jar base is a red-orange ware and contains a small inclusion of granite (5 mm wide) within the overall fine-grained fabric of the vessel. This granite inclusion suggests that the materials used to create this vessel were of local origin, likely sourced from the nearby granitic mountains located to the east and north of Islamic Ayla.

Three glazed sherds, #545, 550, and 555, recovered from beneath the revetment wall within locus AY2:7 also date to the 10th C. in the late Abbasid period (Whitcomb, pers. comm., 2011). Sherd #545 is part of a lightly ribbed, cream ware vessel coated in a yellow-green monochromatic glaze containing very fine-grained sand. This glaze is most similar to the glaze on pottery type 115b from the 2009 Aylah typology (Damgaard, 2011). The two other glazed sherds in this locus which date to the 10th C., #550 and #555, are both from the same partially ribbed, red ware vessel. They are covered with a cream-colored glaze that appears iridescent when viewed through a hand-lens, and patterned bands of black and olive-colored glaze appear to encircle the vessel.

Two other indicator sherds also located within locus AY2:7 (sherds #544 and #546) range in age from the late Byzantine (A.D. 324-636) or early Umayyad (A.D. 661-750) periods to the early Abbasid period (A.D. 750-969). Sherd #544 is the base of an African Red Slip (ARS) plate or large, shallow bowl that dates to either the late Byzantine or early Umayyad periods, likely sometime between the 6th - 7th C. (Whitcomb, pers. comm., 2011). This base is most similar in form to the 1986 Ayla type 86-134 (Whitcomb, 1987) and to the 2009 Aylah type 203a (Damgaard, 2011). The 2009 Aylah typology dates form 203a to the Abbasid period, while sherd #544 is several centuries older according to Whitcomb (pers. comm., 2011), however the vessel forms themselves are similar and thus the 203a type is provided for the sake of comparison. Likewise, the 1986 form 86-134 is considered a Nabataean (312 B.C. - A.D. 106) fine-ware (Whitcomb, 1987), which is centuries older than sherd #544, but this is the ceramic form most similar to sherd #544 within the 1986 Ayla typology.

Sherd #546 is a rim from a green-gray ware jar or juglet with medium- to coarse-grained sand inclusions that dates to the early Abbasid period (Whitcomb, pers. comm., 2011). This sherd was likely over-fired since ceramics that are exposed to intense and prolonged heat typically end up having a strong greenish sheen and a uniform green-gray colored fabric. The sheen is a result of the vitrification of the sand temper in the clay which can sometimes appear as a light glaze (Damgaard, 2011). Considering the simple in-turned rim shape and the relatively narrow opening of this vessel (~7-8 cm wide), this sherd is most similar in form to the 1986 Ayla type 86-54 (Whitcomb, 1987) and also has attributes similar to the 2009 Aylah type 111c (Damgaard, 2011).

Other locus AY2:7 indicators recovered from the site, sherds #547, #548, #551, and #553, were less diagnostic and thus were not dated by Whitcomb during the ceramic analysis of this trench. Based on the 1986 and 2009 typologies from Ayla, however, similarities to form and ware can be drawn for each sherd. Sherd #547, for instance, is a portion of a handle likely from a large jar, jug, or bowl, and is a medium- to coarse-grained, cream surface ware with red-orange fabric. This sherd is most similar in form to the 1986 Ayla type 86-127 (Whitcomb, 1987) and to the 2009 Aylah type 202h (Damgaard, 2011). Sherd #548 is a vessel base with cream surface ware and red fabric. This sherd is most similar in form to the 1986 Ayla type 86-132 (Whitcomb, 1987) and to the 2009 Aylah type 202b (Damgaard, 2011). Sherd #551 is a red ware rim which is most similar in form to the 1986 Ayla type 86-264 (Whitcomb, 1987) and to the 2009 Aylah type 112h (Damgaard, 2011). Finally, sherd #553 is a vessel base with cream surface ware and red fabric. This sherd is most similar in form to the 1986 Ayla type 86-254 (Whitcomb, 1987) and to the 2009 Aylah type 114v (Damgaard, 2011).

To summarize these ceramic finds, the majority of pottery collected from outside of and adjacent to the revetment wall in both trenches at this site, AY1 and AY2, dates predominately to the Abbasid period, with the greater part of these ceramics being surface sherds. The pottery recovered from within and underneath the revetment wall dates to the late Byzantine or early Umayyad periods (the 6th - 7th C.) through the late Abbasid period (mid-10th C.). The latest pottery collected from within a sealed locus in either trench, which in this case was locus AY2:7 situated underneath the revetment wall in trench AY2, dates to the mid-10th C. Therefore, based on the pottery collected from this excavation and considering the principle of superposition, the revetment wall at Islamic Ayla must be of late Abbasid age or later since this structure was built on top of locus AY2:7 in the historic past.

Radiocarbon Dating

In order to support the ceramic dating analysis of the pottery collected during excavation, radiocarbon dating analysis was also conducted at this site. Several charcoal fragments were collected from both trenches AY1 and AY2 during the course of this archaeoseismic excavation. With the specific research goal of determining the date of the revetment wall construction in order to constrain the date of seismic damage sustained by the leaning city wall, the revetment was sectioned in order to collect datable material from within this structure. Three charcoal fragments collected from inside of the revetment wall, locus AY2:3, were selected for radiocarbon dating. These dates are reported in Table 3.3.

Charcoal sample AY2:3.F was collected from beneath the 2nd course of stones that comprise the internal portion of the revetment wall construction in trench AY2. Sample AY2:3.F returned a conventional radiocarbon date of 1985 ± 30 yr BP and a tree-ring calibrated date of 46 Cal B.C. - Cal A.D. 73. The second sample of charcoal radiocarbon dated from this excavation, Sample AY2:3.G, was collected from beneath the 3rd course of stones in the revetment wall in trench AY2. Sample AY2:3.G produced a conventional radiocarbon date of 1140 ± 30 yr BP and a tree-ring calibrated date of Cal A.D. 777-981. Finally, from beneath the 4th and most deeply buried course of stones inside of the revetment wall, sample AY2:3.L yielded a conventional radiocarbon date of 2120 ± 35 yr BP and a tree-ring calibrated date of 349-46 Cal B.C.

All three of the charcoal samples collected from inside the revetment wall are interpreted as being remobilized and deposited inside the wall sometime after they were created elsewhere. Each sample chosen for dating was collected from directly underneath a revetment wall building stone and not from between stones where the charcoal could have possibly filtered in from above over time. The dates of each charcoal sample, therefore, represent inherited ages and help to provide a maximum age for the revetment wall construction. Based on the law of inclusions, the wall can be no older than the youngest sample of charcoal collected from within its construction.

Discussion

In order to determine the age of the earthquake that damaged Ayla, thereby expanding our knowledge of the paleoseismicity of the region, we can work to determine the age of the buttress built to support the seismically damaged city wall, the repair of which most likely occurred relatively soon after the structure was damaged. Radiocarbon dates from charcoal samples collected from within and below the revetment wall suggest that this secondary support wall must have been built sometime after a charcoal fragment dated to A.D. 777-981 was deposited or placed inside the wall under the third course of revetment stones. Since the buttress appears to have been built fairly quickly, using primarily unworked stones mixed with a rubble core of cobbles, pebbles, and discarded pottery sherds, the charcoal fragments were probably mixed in with the rubble and sediment that was added to fill the revetment wall during construction. The radiocarbon data, however, ultimately suggests that the revetment wall was likely constructed any time during or after a date of A.D. 777-981, but not before.

Analysis of the ceramics recovered from this excavation at Islamic Ayla helped to further refine the date of revetment construction. Based on the age of the most recent pottery collected from inside the revetment wall, locus AY2:3, and from within sealed locus AY2:7, which was located beneath the revetment wall, the revetment must have been constructed in the mid-10th C. or later. The analysis of the ceramics recovered from these two loci, therefore, supports the radiocarbon date of A.D. 777-981 from the charcoal fragment found inside the revetment construction.


With these pieces of dating evidence acting to constrain the revetment construction, we must consider historic earthquakes that are known to have affected the region at this time that could have caused the Ayla city sea wall to partially fail and lean as a result of liquefaction from ground shaking. As was reviewed in an earlier chapter, the only earthquakes known to have affected the southern Wadi ‘Arabah region since the foundation of Islamic Ayla in approximately A.D. 650 are the seismic events of A.D. 659, 746/749, 757, 1033, 1068, 1212, 1293, 1458, 1546, and 1588. Based on the late Abbasid period pottery found underneath the revetment wall, however, none of the earthquakes that struck the region prior to the late 10th century are possible seismic candidates for this earthquake damage and repair. Furthermore, historical sources report that Ayla was catastrophically destroyed by the March 18, 1068 event with an epicenter in the Gulf of Aqaba and was likely further damaged by the May 29, 1068 event in Ramla (Guidoboni and Comastri, 2005; Ambraseys, 2009). Destroyed by these earthquakes, the city was largely abandoned sometime shortly after this date because by the time Baldwin I decided to take Ayla in A.D. 1116 he was met with little to no resistance (Khouri and Whitcomb, 1988; Whitcomb, 1994a). It is highly unlikely, even if the damage to this 3.5 m-long section of wall was caused by a post-1068 earthquake, say the 1212 or 1258 events, that anyone would have made the effort to make such a repair since the city was considered unoccupied.

Based on correlation with the major earthquake catalogs of Ambraseys (2009) and Guidoboni and Comastri (2005), the only two historic earthquakes that could have damaged the wall of Ayla in the Fatimid period or later while the city was still inhabited were the earthquakes of A.D. 1033 and A.D. 1068. As discussed, the earthquakes that occurred in March and May of 1068 were so devastating to the city, however, that it is also very unlikely that this city wall repair would have been a priority, and perhaps not even possible considering the level of death and destruction the region experienced. Taking into account the date of the latest pottery recovered from underneath the sectioned revetment wall (mid-10th C.), and the date of the latest charcoal sample collected from within the revetment (A.D. 777-981), the most likely date of revetment construction is sometime in the Fatimid period prior to the catastrophic A.D. 1068 earthquake that destroyed Islamic Ayla. It seems most probable, therefore, that the southern city wall of Ayla was damaged due to seismic ground shaking from the December 1033 earthquake which had an epicenter in the Jordan Valley
.

The A.D. 1033 event affected the cities of Ramla, Nablus, Jericho, Baniyas, and Acre the most significantly, as discussed in an earlier chapter (Guidoboni and Comastri, 2005; Ambraseys, 2009). As a result of this early 11th century earthquake, one-third to one-half of the houses in Ramla fell down, half the buildings in Nablus collapsed killing at least 300 people with the surrounding country destroyed, and structures fully collapsed in Jerusalem where damage was also widespread (Guidoboni and Comastri, 2005; Ambraseys, 2009). This damage included portions of the Aksa Mosque, the Dome of the Rock, and a part of the Mihrab of Dawud which were all badly damaged or ruined. A tsunami was reported to have caused people in the city of Acre to drown as a result of inland flooding, ground motions in the low-lying plains around Lake Tiberias (Sea of Galilee) were reported to cause trees to sway and water cisterns to slosh, and the aftershocks went on for many days (Guidoboni and Comastri, 2005; Ambraseys, 2009). A landslide is also reported to have buried the village of al-Badan along with all of the people who lived there and their livestock, and other near-by villages suffered the same fate (Ambraseys, 2009). In all, the A.D. 1033 earthquake was felt from Egypt to the Negev desert, and from the mountains of Galilee to Syria in the north. While not specifically described in the aforementioned earthquake catalogs as having been felt at Islamic Ayla, seismic ground shaking from the A.D. 1033 event that was felt in Egypt would have also most likely been felt in southern Jordan, especially within a coastal city situated along the Dead Sea transform.

Guidoboni and Comastri (2005) estimate the maximum Modified Mercalli Intensity (MMI) of this earthquake was IX - X. Despite the approximately 250 km distance from the epicenter of the A.D. 1033 earthquake to the city of Ayla, it is likely that seismic ground-shaking along the beach at the head of the Gulf of Aqaba would have been significant enough to have resulted in liquefaction of the unconsolidated beach sands and alluvial sediments upon which the city of Ayla is constructed. This hypothesis is based on both the estimated MMI values and the extent of the reported seismic damage throughout the southern Wadi ‘Arabah region for the A.D. 1033 event.

One other possible explanation for the seismic damage incurred by the leaning city wall at Ayla is that it was damaged by an earthquake that was not recorded in the historical record, but that still occurred sometime between the late-10th C. and the large A.D. 1068 Gulf of Aqaba earthquake. While this is a possibility that should be considered, it is not the most likely scenario since the A.D. 1033 and 1068 earthquakes were both well recorded events with numerous reports from in and around the region.

An early 11th century date for both the earthquake and the revetment construction is also supported by fact that out of more than 600 sherds, none of the so-called Tupperware or handmade "abandonment pottery" was recovered from this excavation. As discussed previously, this type of handmade pottery is dated to the 11th century and is believed to act as a gauge of cultural stresses indicative of industrial, economic, and political change (Whitcomb, pers. comm., 2011). Whitcomb (1988a, 1994a) reports that Tupperware was most predominantly recovered from the archaeological layers associated with occupational Phase E leading up to the A.D. 1068 earthquake. The Tupperware sherds recovered by Whitcomb (1994a) at Ayla indicate that even before the city was destroyed by the A.D. 1068 earthquake, times were difficult and making pottery at home was a necessity because the commerce-based production of ceramics at Ayla had been interrupted or failed. The lack of Tupperware in the ceramics recovered as a part of this archaeoseismic excavation, therefore, supports the hypothesis that the leaning city wall was damaged and then buttressed prior to the mid-11th C. when this type of handmade pottery is much more common in the archaeological record.

As mentioned previously, the revetment wall itself is now also leaning toward the Gulf of Aqaba. This could have happened as a result of any of the subsequent earthquakes that affected the area, although the March 1068 and the May 1212 events are the most likely historical candidates to create any additional liquefaction of the site since their epicenters are thought to have been centered in or very near the Gulf and in close proximity to the site of Islamic Ayla. The fact that the walls of Ayla were affected by the 1995 Nuweiba earthquake (Al-Tarazi, 2000) supports the hypothesis presented here that a distant source earthquake like the A.D. 1033 event could have caused liquefaction damage at the site of Ayla.

Further, in order to create ground shaking substantial enough to cause sediment to become liquefied, a MMI value of at least VII is generally the lowest value required to produce liquefaction-induced features in locations where highly susceptible deposits are present (e.g. National Research Council, 1985; Obermeier, 2009), as is the case along the beach at Ayla. However, liquefaction effects have also occurred at MMI values as low as V and VI, according to Keefer (1984). An earthquake capable of producing MMI values of IX like the A.D. 1033 event (Guidoboni and Comastri, 2005), makes the possibility of liquefaction at the site of Early Islamic Ayla quite feasible. In addition, any earthquake intense enough to cause liquefaction and/or subsidence damage at Ayla would also most likely be an event that would have been significant enough for someone to record, so again this evidence suggests that the damage to the leaning city wall was caused by a known historic earthquake.

Lastly, the wall partially exposed as a result of this excavation that has yet to be thoroughly investigated is the stone wall designated as locus AY2:4 located at the southeast end of trench AY2. One possible interpretation for the configuration of this stone wall (see Figures 3.11 and 3.12) is that it could be a part of an earlier revetment that pre-dates the A.D. 1033 damage and repair highlighted in this study. If this is the case, then there are at least two phases of earthquake repair present in trench AY2 along the Ayla sea wall, with the excavated revetment (locus AY2:3) likely being the most recent repair.

Another possible interpretation for this structure is that the unexcavated stone wall (locus AY2:4) may be a portion of the original city wall that was damaged in an earthquake that occurred sometime after the A.D. 1033 damage and repair. Visible in Figures 3.11 and 3.12 is an apparent misalignment of the buttressed leaning city wall (AY2:5) and the unexcavated stone wall (AY2:4). If locus AY2:4 is indeed part of the original city wall, this section of wall may have leaned out toward the Gulf of Aqaba sometime after the A.D. 1033 damage and repair to locus AY2:5, which could explain this misalignment. Since only a portion of the top course of stones comprising locus AY2:4 was exposed during this excavation, however, it is very difficult to determine whether this buried wall is damaged in any way, or how this wall may relate to the adjacent leaning city wall and buttress. The excavation of this stone wall, and especially the intersection where locus AY2:4 comes into contact with the revetment and leaning city wall, loci AY2:3 and AY2:5, is necessary to determine whether this wall is an earlier revetment built at the site, part of the original city wall, or whether it perhaps served some other function at Islamic Ayla.

Conclusions and Future Excavation at Islamic Ayla

Radiocarbon dating evidence, ceramic analysis, and relative dating data collected from the excavation of Ayla, as well as an evaluation of the regional historic earthquakes and earthquake catalogs, suggests that it was likely the A.D. 1033 earthquake that caused the failure of the city wall at Ayla, causing it to lean seaward as a result of liquefaction and possible differential subsidence of the site. This archaeoseismic excavation was very successful in that it provided new information about the earthquake history of the region that would have affected the people living in and around the city of Ayla during the early 11th C. Prior to this study, there was no correlation of the A.D. 1033 event to the city of Early Islamic Ayla, and while the damage to the Ayla city wall highlighted by this study was neither catastrophic nor severe, there were likely other repercussions from the earthquake in the city of which we are currently still unaware. Referring to Whitcomb’s occupational phases of Ayla, it is known that even prior to the large A.D. 1068 earthquake that the city was starting to decline, and disruptions in the economic flow of the city are seen in the handmade pottery in these later periods, for example (Whitcomb, 1994a). It is likely that damage from the A.D. 1033 earthquake at Ayla, and any economic losses that occurred as a result, only added to the stresses already being exerted upon the city, which would soon experience devastation only thirty-five years later before ultimately collapsing.

The site of Early Islamic Ayla is fertile ground for further archaeological investigation, and such work can only act to increase the value and interest of the site as a tourist attraction as a part of the long history of Aqaba. Many areas in Ayla are of interest for future excavation, including the more deeply buried structures associated with the Umayyad period (A.D. 661-750), since they represent the foundation of the city, and because we know the least about this transitional time period in Aqaba.

Whitcomb (1989b)

Introduction

The proper dating of artifacts for the first three centuries after the Islamic conquest holds a special significance as a body of evidence which may provide clarification for this relatively poorly documented period in Islamic history. The excellent stratigraphy preserved at the site of Aqaba (medieval Ayla) is hardly unique for this purpose; nevertheless, the recent excavations have produced a corpus of artifacts which may lead to reassessments of data from other Islamic sites. The assemblage of ceramic forms under discussion here, called Mahesh ware,1 follows ceramics of late Byzantine style and precedes and presumably overlaps the earliest Islamic glazed wares. This corpus is characterized by cream wares and comb incising (Figs. 2-5) and occurs in layers datable to 750-800 A.D. or later at Aqaba. Mahesh ware may be shown to be a regional variation of an early Abbasid ceramic tradition, only recently being defined in other archaeological sites. Implications of the Mahesh corpus are manifold: primarily, that it is possible to isolate a distinct beginning of the Abbasid tradition, antecedent to the advent of typical (but often rare) glazed ceramics; further, that early Abbasid period sites have been unrecognized in surveys and older excavations and reanalysis would yield a more accurate view of early medieval settlement patterns.

This study of Mahesh ware complements the data and develops hypotheses explained in two previous articles, "Evidence of the Umayyad Period" and "Coptic Glazed Ware" (Whitcomb 1989a, 1989b). The first of these papers outlines the earliest assemblages from excavated contexts in the 1987 season. The 1988 excavations confirmed these results, adding a few more types (and eliminating others, here transferred to the Mahesh corpus). For reasons explained in that paper, the earliest ceramic phase is late Byzantine in style and datable in the context of Aqaba from ca. 650 A.D. to at least 700 A.D. or on into the early 8th century
. This first phase of the early Islamic period may have further subdivisions, more properly the subject of statistical analyses of gradual stylistic change.2

The second paper, on Coptic glazed ware, investigates the earliest Islamic glazed ceramics appearing in the Aqaba excavations. Based on the results of excavations in Alexandria, these earliest glazed ceramics appear to form a tight stylistic corpus of late Byzantine forms with the addition of lead glazes, often painted in designs reminiscent of Coptic painted wares. The probability of an original manufacture in Egypt suggests the term "Coptic". Distribution seems confined to the Nile valley (as far as Upper Egypt) and to Palestine, especially the coast. Part of the problem in identifying this ceramic type is the descriptive similarity to later lead-glazed traditions; once isolated at Alexandria, Aqaba and elsewhere, Coptic glazed ware appears to belong to the 8th century, probably the latter half. At Aqaba this glazed ware occurs after the first phase tradition described above and before the introduction of the Classic Samarran and other Abbasid ceramics. This glazed ware has an art historical interest but constitutes less than 1% of the contemporary ceramic inventory; rather, it is the contemporary and antecedent ceramics, the Mahesh ware, which will prove the more important archaeological data.
Footnotes

1. This name is taken from an inscription found on a juglet of this ware (Fig. 5a). This is an Aramaic execration text, written in Hebrew letters, which reads: "(As for) Māhiš ('Troublemaker'), this demon, and any (demon) that is angry at me -- overturn!" I am indebted to Mark J. Geller, University College, London, for the translation of this text; responsibility for further invocation as a pottery label is solely the author's. This inscribed vessel may belong to a larger corpus of juglets with painted inscriptions, often in Arabic. A particularly close parallel was found at Susa, in Iran, on a vessel with comb decoration and dated to the 9th century (Koechlin 1928, 36, Pl. 5, 41A). Likewise from Iran are two cream ware juglets from Qasr-i Abu Nasr, old Shiraz (Whitcomb 1985, 54, Fig. 19a,b). Further parallels with the more famous Arabic incantation bowls may be noted. The preliminary identification in Khouri and Whitcomb (1988, 26) should be amended with the above information.

2. Most archaeologists divide the Islamic archaeology of Jordan into periods using the chronological dates of the ruling dynasty. Because not one of these dynasties was directly centered in Jordan, this obscures regional cultural changes and confounds cultural change with political changes, which are rarely synchronous. Period designations in arbitrary centuries are adopted here; thus:

  • Early Islamic 1 = 600-800 A.D. = Umayyad
  • Early Islamic 2 = 800-1000 A.D. = Abbasid
  • Middle Islamic 1 = 1000-1200 A.D. = Fatimid
Since this is descriptively awkward, dynastic labels are retained but with a chronological caveat that the subject is archaeological not historical periods.

Contexts in Aqaba

The excavations at the Islamic city of Ayla, located in the center of the modern city of Aqaba, have completed three seasons (Fig. 1). The first of these investigations was a very fortunate series of soundings in 1986 (Whitcomb 1987). The excavations in 1987 were very extensive, uncovering the north half of the city wall, the Egyptian (NW) city gate, the Central Pavilion and other structures (partially reported in Whitcomb 1987, 1988a). The third season was more limited in scope, concentrating on the eastern portion of the site on land belonging to the Royal Yacht Club.3 This most recent season produced two more gates, the Sea (SW) gate and the Hijaz (SE) gate, and several other structures in this quadrant of the city.

Preliminary assessment of the stratigraphic information has been presented in the above mentioned reports, though a comprehensive treatment must await the final publications. The information presented in this paper is intended to indicate the character of the depositions used for the ceramic sequences. While the Mahesh corpus should not be taken as necessarily complete or free from misattributions, the consistency of this assemblage over this site indicates an important advance in ceramic sequencing for southern Jordan and Palestine, with broader implications for early Islamic archaeology. Seven stratigraphic columns in Table 1 (numbered in the following section to key with the site plan, Fig. 1) are presented to illustrate the relative position of Mahesh ware in these excavations. These are not, of course, the only loci with Mahesh sherds but the clearest instances of a discrete ceramic phase.
  1. A section of the southeast wall, north of the Hijaz gate, was investigated in 1988 (area G).4 In addition to several rooms located immediately within the city wall, one of the towers (tower 12) was partially excavated. This was only a small portion of the tower, most of which had been destroyed by an underground bunker of the Coast Guard camp. Directly beneath surface debris was a stratum of multiple fill layers, H14d-4...9. The Mahesh ware sherds in locus 6 were particularly varied.

  2. Area J seems to be part of a residential unit, similar to the Pavilion building (area A). Due to dissection of the immediate area, by the wadi on the north and by the sand-filled cut to the south, there appeared little hope of horizontal expansion for a general architectural plan. Rather, certain rooms were excavated for a maximum depth to give a stratigraphic continuity of artifacts in architectural context. Loci J10d-48...53 contained Mahesh wares; loci 48, 49, 50 produced very clear assemblages, while the lower loci, 51, 52, 53 had significant admixture of earlier "Umayyad" wares (as defined in Whitcomb 1989a). Two loci were floors (J10d-49 and 52), each with a make-up fill below and further deposits above.5

  3. The deep probe on the southeast exterior wall of the Pavilion building (area A; Whitcomb 1987, 252-4; 1989a, 167) was briefly discussed concerning the Coptic glazed wares. The probe, H11a, continued yard levels excavated in 1987 as A1b. As noted in the 1987 report, H11a-9 occurs directly beneath the earliest glazed wares on a thick plaster floor, 2.3-2.7 m below surface. Sherds of this locus were then described as "transitional cream ware types" (Whitcomb 1989b, n.3), now identified as the Mahesh corpus.

  4. The lowest level of the 1986 trench in area C was part of another large residence (1987, 257-9). This locus, C1a-10, was characterized as sand and midden, 2.6-3.0 m below surface; there was some suggestion that a floor lay immediately beneath this locus. Further explorations of this building in 1987 failed to reach layers containing Mahesh ware.

  5. Along the northwest wall (area E; 1987, 260), another 1986 probe encountered Mahesh wares in its lowest layer, D1a-10. This locus was a dark brown silt and brick detritus, about 1.8-2.2 m below surface.

  6. Deeper trenches along this northwest wall were located in the vicinity of the Egyptian gate (area D; 1989a, 168). The only locus to produce a clear Mahesh component was E8d-21, a dark brown fill beneath a brick pavement, 2.5-2.75 m below surface.

  7. The stratigraphic sequence within tower 2 is located opposite the previous trench, on the outside of the city wall. This tower held a long series of fill layers with glazed ceramics (Whitcomb 1989a, 168; 1989b). Beneath this fill was a dark brown deposit on a brick pavement, E8b-18. The Mahesh wares in this locus were about 3.2-3.4 m below surface.
Though it is premature to draw generalizing implications from this stratigraphy, some suggestions might be offered. The depth of occupation bearing Mahesh wares is usually between 2.5-3.0 m below archaeological deposits on the surface. If a uniform rate of deposition were posited for the site as a whole, one might suggest a late 8th or early 9th century date. Perhaps more interesting (and rational) is the observation of new floors laid in conjunction with Mahesh ceramics. The clustering of innovations (here only ceramics and architecture and based on too few examples) is a pattern which may be sought in other artifacts and then used for a more significant cultural boundary, here possibly between the early Islamic 1 and 2 periods.
Footnotes

3. We are indebted to the officials of the Royal Yacht Club, particularly Mr. Hassan Aweidah, and to Mr. Mohammad Balqar of the Aqaba Region Authority for assistance in this season. As in previous seasons, we are grateful for the cooperation and participation of Dr. Ghazi Bisheh and Dr. Khairieh 'Amr of the Department of Antiquities and Dr. Bert de Vries of the American Center of Oriental Research.

4. Area G was excavated in 1988 under the supervision of Khairieh 'Amr. The loci discussed here were 1.1-2.4 m below the sloping surface of the tower. Depths below surface are presented as a relative indication of depositional character; absolute heights from sea level will be presented in the final reports.

5. The Mahesh level in Area J was excavated in 1988 under the supervision of Robin Brown. Each of these tripartite sequences was about 60 cm, from 2.0-3.2 m below surface.

Mahesh ware and its Relatives

The pottery identified as Mahesh ware at Aqaba finds parallels elsewhere. The primary characteristics of Mahesh ware are the prevalence of cream-colored fabric (often bordering on a greenish grey), comb incising, and specific vessel forms. The relevant forms are:

Fig. 2: Large basins and bowls. These vessels form a type with gradual variations, ranging from a flattened, vertical rim to ones more triangular in section. No bases have been associated with these apparently deep vessels. Comb-incised basins form part of the Umayyad tradition in north Jordan, though the latter have differing rims and are usually in grey ware. The flattened, vertical rims (Fig. 2a-d) are not found in Jordan but have close parallels at Samarra, as do other bowls in this series.6

Fig. 3: Bowls. These bowls are characterized by comb-incising and triangular section or overhanging rims. In addition to numerous parallels from north Jordan, one might note the occurrence on sites of the same period in the Hijaz and southwest Arabia.7

Fig. 4: Bowls, bases and lids. These bowl forms, especially with an inner bevel on the rim, recall the painted bowls of early Abbasid tradition in Palestine and north Jordan (so-called "palace ware", see A.J. Amr 1986). These are associated with small painted cups (4i-k) and fine hardware cups with horizontal burnishing (4e-h). Bases seem usually to be flat. Lids with a raised and solid handle are present.

Slip burnished cups (and other forms) comprise a style which has often been considered Byzantine (Gichon 1974). The association of this ware with Abbasid materials has been recognized at Abu Gosh and other sites and, more recently, securely placed in the Abbasid stratum at Pella (Walmsley 1988). Occurrence of this ware at Aqaba is likewise in layers with Mahesh and later wares. The ware defined by Gichon must be reviewed in order to separate Islamic from Byzantine and Nabataean components. Another example of ceramic recidivism has recently been noted for cream wares (Kh. 'Amr n.d.), where a range of Nabataean forms is segregated from Islamic ceramics of very similar ware.

Fig. 5: Juglets and jars. Large jars, so-called 'bag-shaped' amphorae, with two loop handles are typical of numerous sites in Palestine and north Jordan. Smaller loop-handled jars have an indented base more typical of Umayyad tradition. Many of these jars have a turned-out vertical rim (5b, g, h). Each of these forms may be seen in Pella for the late Umayyad period (Walmsley 1988, 9.1-3). Smaller solid-footed vessels (5e-f) recall piriform unguentaria of much earlier traditions.8
Footnotes

6. The results of recent work at Samarra are only beginning to be available. See Northedge and Falkner (1987), [2a = 11.39; 2c = 10.38; 2e = 10.36].

7. The kilns at Jerash may have produced much of the ceramics found on north Jordanian sites (Walmsley 1988, 153). Parallels may be found in a number of reports, especially Gawlikowski 1986, Pl. XII; Schaefer and Falkner 1986, Fig. 10-14; Walmsley 1986a, Fig. 1. [3b = 10.2; 3d = 1.2; 3f = 1.1, 10.10; 3h = 10.3; 3i = 10.5; 3l = 10.9; 3m = 1.3; 4b ≈ 1.4, 11.10, XII; 4k = XII; 4o ≈ XII; 4s = 14.16; 4v = 13.3; 4w = 13.5; 5l ≈ 13.7, 9]. Sites in the Hijaz include Ma'abiyat (Parr et al. 1968-69, 3.7), and those found by Hamed (1988) and Zarins (1979). From Aden and the Hadhramaut are the sites of Jebelain and HDR 48 (Whitcomb 1988c, 1b, f, g, 3b).

8. These "unguentaria" have parallels from Ma'abiyat (Parr et al. 1968-9, 3.16), Abu Gosh (de Vaux and Steve 1950, C9), and Samarra (Iraq 1940, 15.9). The out-turned vertical rims find parallels at Samarra (Northedge and Falkner 1987, 11.46, and Falkner, pers. com.).

Redefining Abbasid Ceramics

Ports such as Aqaba are marginal by definition, not usually locations of pottery manufacture, and therefore hardly suitable sites for definition of a ceramic ware. This character of Aqaba, recognized in the 10th century by Muqaddasi, suggests that Mahesh ware should spring from Egyptian, Hijazi or Syrian influence (Whitcomb 1987). Muqaddasi decided that the primary association of Aqaba (Ayla) was with the Bilad al-Sham, just as appears to be the case for Mahesh wares two centuries earlier.

The postulated role of Mahesh wares as part of a set of innovations associable with the early Abbasid period is even more problematic for a marginal site. It has been suggested here that this ware assists in defining this archaeological period and provides a key for historical implications for Islamic archaeology in Jordan and Palestine. Formulation of the Abbasid period from archaeological materials has been slow, hampered by historical misconceptions. The earthquake of 747/8 A.D. and the change of dynasties (and shift toward centers in Iraq) have signalled a period break and rapid cultural decline (if not complete lacuna) to many archaeologists in the Levant. Recent field research is not simply refining this scenario but overturning its basic assumptions.

The Samarra excavations are the inevitable beginning point for defining Abbasid ceramics. The effect is clearly seen in the classic report of Abu Gosh, the clearest instance of Samarran influence in southern Bilad al-Sham. Even more direct is the range of Samarran imports found at Aqaba (reported in Whitcomb 1988a). Surprisingly, the old verities of a closed 9th century corpus from Samarra are only slowly being discarded. In their place, the recent work by Northedge is beginning to isolate earlier Sasanian and Umayyad materials and later 10-12th century phases in the vast ruins of Samarra (Northedge and Falkner 1987).

The Abbasid period in Jordan has been defined for numerous surveys and excavations through readings by J.A. Sauer and his students. The ceramic diagnostics are not available for Hesban (Sauer 1973) but implied in reviews of Dhiban and Deir 'Alla (1975, 1976). Sauer has more recently assigned the following diagnostics to Abbasid period ceramics: white, yellow-white, tan, black ware; band combed, thumb-impressed, cut-ware; "there is no painting"; polychrome glazed (green, yellow, purple) plates; flat bases, neck filters, turban handles (1982, 333). Though hampered by the lack of drawings of ceramic forms, these attributes would seem generally accurate. What is apparent from these definitions, which have been used by most archaeologists, is an excessive reliance on attributes derivative from the Samarran type series, masking continuities from the Umayyad tradition and intermediate developments of the local early Abbasid, of which Mahesh ware is one aspect.

Study of the full assemblage of Abbasid period ceramics, and indications of the developmental place of the Mahesh corpus, may be seen from recent work at other sites in Jordan and Palestine. Abbasid elements at Pella (Fihl), first outlined by Smith (1973, 236-43), have now been augmented by a new corpus in specific architectural setting (Walmsley 1986b). This material illustrates two phenomena: continuities from the late Umayyad (1988, 10.1-15) and introduction of features (cream wares, burnished cups, flat bases, etc.) correlating with Mahesh features. Interestingly the few glazed sherds are Coptic glazed ware or a close relative (Walmsley 1988, 9.18).9 This corpus should be comparable to Abbasid evidence from Jerash, recognized most emphatically by Gawlikowski (1986, 115) but as yet unpublished. A third Jordanian site which must be mentioned in this context is Khirbet Faris, a new site north of Karak (Johns et al. 1989). The first published work from this site includes a locus (Far. IV, 068) which has ceramics closely comparable to Mahesh ware (1989, 24.18-24). Though this pottery is labelled 11th-12th century, Falkner correctly draws a number of Abbasid (9th century) parallels (1989, 86).

Among the many Palestinian corpora pertinent to this period,10 the pottery of Khirbet al-Mafjar, excavated and described by Baramki (1942), has received the most attention and is the subject of a recent "stratigraphic" sequencing (Whitcomb 1988b). The Mahesh corpus compares most closely to Mafjar phase 2: A. large jars are "greyish green" with comb incising; C. large basins are made of cream, buff or "drab" ware and also have comb incised decoration (1988b, 56). Some further parallels with phase 1 include beakers and perhaps the painted wares (1988b, Fig. 1). Most of the early wares as well as cut decorations (2D) are red and "metallic", a tradition which is represented at Aqaba only by the cups (Fig. 4e-h). The two phases at Khirbet al-Mafjar were provisionally dated to 750-800 and 800-850 (1988b, 63), which would accord well with Aqaba and suggest some overlap into the early 9th century.
Footnotes

9. I am grateful to Alan Walmsley for showing these materials to me at Pella. The early Islamic periods at Pella have now been treated in a masterful summary of the history and archaeology by Walmsley (1988).

10. Sites with Umayyad and early Abbasid ceramics of Palestine include Ramla (where cream wares form a large majority; Rosen-Ayalon and Eitan 1969), Tell Yoqne'am (Qaimun; Ben-Tor and Rosenthal 1978), Abu Ghosh (Qaryat al-'Anab; de Vaux and Steve 1950), Kursi (Tsaferis 1983) and Khirbet al-Karak (Delougaz and Haines 1969).

Conclusions

The early 9th century witnessed the end of one cultural tradition and the beginning of another in southern Bilad al-Sham. The Umayyad (early Islamic 1) period represents the transition from "Late Roman" to Islamic material culture.11 The Abbasid (or early Islamic 2) period presents a cluster of innovative attributes, many of which will carry on into later periods and, like glazed ceramic decoration, come to be identified as "Islamic". The strong identification of Abbasid culture with the Samarran style in Iraq is seriously misleading as one moves further away from this center. The absence or rarity of readily identifiable "Samarran Abbasid" ceramics has led, in southern Bilad al-Sham, to assertions of cultural decline (abandonment of towns, the rise of nomadism). At present this problem is being addressed by a number of projects: Pella, Jerash, Khirbet Faris and Aqaba.12 Mahesh ware will play a small part in the definition of indigenous development out of the Umayyad tradition. More importantly, the compilation of these ceramic diagnostics is essential for research on settlement patterns and, on a more general level, for establishing Islamic archaeology as an accepted tool in the study of the history of Jordan.
Footnotes

11. The identification of clusters of attributes which may be defined as "Islamic" is a complex problem clearly outlined by Grabar (1973; see also, Allen 1988). The present enquiry is confined to the narrow field of ceramics in which the criteria of art historians will naturally differ from those of a field archaeologist due to the range of materials (with attendant differences in manufacture, distribution and function) utilized for making judgements. Archaeological typologies derived from stratigraphic contexts will eventually corroborate sound stylistic analyses.

12. In a similar manner, very little has been done with the ceramics of the late Abbasid or Fatimid (Middle Islamic 1) period. It is clear that assumptions on the nature of the ubiquitous Ayyubid/Mamluk period must be reexamined. Fortunately, there is a growing corpus of published drawings and descriptions from major sites (Pella, Amman, Aqaba), as well as important smaller sites (Wu'eira, Khirbet Faris). At risk of sounding trite, there are more than enough ceramics published as Umayyad and Ayyubid/Mamluk to fill in the Abbasid/Fatimid period and make it quite a respectable occupation in Jordan's history.

Intermediate Earthquake (?) - 1033 CE ?

Discussion

Discussion

Second Earthquake - 1068 CE

Plans

Plans

Normal size

  • Fig. 2 Plan of Islamic Ayla from al-Tarazi and Khorjenkov (2007)

Magnified

  • Fig. 2 Plan of Islamic Ayla from al-Tarazi and Khorjenkov (2007)

Discussion
Discussion

Textual Seismic Effects
18 March 1068 CE Earthquake

Effect                                                              Location Image(s) Description
  • Ayla "destroyed"
  • fatalities
  • tsunami
Ayla

1212 CE Earthquake

Effect                                                              Location Image(s) Description
  • Violent Shock - apparently stronger than the one in Cairo which led to destruction and fatalities
Ayla
  • “there was a tremendous earthquake which destroyed many parts of old and new Cairo ... The most violent shock was at Aylat, on the coast.” - Abu Shama

Archaeoseismic Effects
Archaeoseismic Survey in Ayla

al-Tarazi and Khorjenkov (2007) undertook an archaeoseismic investigation in Ayla and saw evidence for two different earthquakes. The first earthquake struck in the 7th or 8th centuries CE and the second struck in 1068 CE. Their work was done at a restored site initially excavated by Donald Whitcomb.

First Earthquake - 7th - 8th centuries CE

Evidence type Station Location Figure Comments
Wall Repairs 3 near N corner of Ayla City Wall
8 poor quality repairs of the Ayla city wall - al-Tarazi and Khorjenkov (2007)
Wall Repairs 6 City quarter D
9 clear mismatch between the lower row of stones and the upper wall fragment. The height of the lower row is 40 cm above the bottom of the excavated trench, where the height of the upper wall fragment is 160 cm. The azimuth of the lower row is 34°, while that of the upper wall fragment is 25° showing a difference of 9°. - al-Tarazi and Khorjenkov (2007)
Supporting Walls 7 City Quarter D
10 Wall perpendicular to the city wall has a supporting wall on its NE side. The latter wall was built later in order to strengthen the original one that was tilted toward the NE. The height of the original wall is 300 cm above the bottom of the excavation trench has a declination azimuth of 41° and a tilt angle of 83°. - al-Tarazi and Khorjenkov (2007)
Supporting Walls 21 W corner of city wall
4b
  • short secondary wall was built in order to support (apparently) a deformed column. Deformation of the column possibly occurred during the 748 Umayyad earthquake. Subsequently, both column and supporting wall were tilted toward SSW during the second-Fatimid earthquake of 1068. - al-Tarazi and Khorjenkov (2007)
  • Tens of supporting walls were observed in the ruins of Ayla, suggesting the hypothesis that during the first Umayyad period earthquake the city was seriously damaged. Building elements were tilted, shifted, distorted, and special supporting walls were subsequently built in order to reinforce damaged constructions. - al-Tarazi and Khorjenkov (2007)
Secondary use of building materials
in Early Abbasid buildings
7 City quarter D
11a column drum which is now inside of the street wall - al-Tarazi and Khorjenkov (2007)
Secondary use of building materials
in Early Abbasid buildings
13 City quarter F
11b two column drums belonging to a column likely damaged during the Umayyad earthquake. Another column drum (left in Fig. 11b) was later used in order to support the damaged column, while during the Fatimid earthquake, the column was finally destroyed and both drums were shifted out from their previous position. - al-Tarazi and Khorjenkov (2007)
Collapsed Walls n/a an east-west running wall perpendicular to a north-south running wall (L57/W13) in Area IM as defined by Damgaard (2008)


the remnants of a wall [are] now gone [robber trench in Fig. 9] was confirmed by a patterned collapse of mud-brick (including a carbonised wooden beam) on its south side [Fig. 10] - Damgaard (2008)

Intermediate Earthquake (?) - 1033 CE ?

Effect                                                              Location Image(s) Comments
Tilted Wall (possibly due to liquefaction) Trenches AY1 and AY2 next to Sea Wall

Fig. 3.7

Fig. 3.12
Fig. 5

Fig. 3.8

Fig. 3.9

Fig. 3.10

Fig. 3.11
"The city wall, eight to nine courses high, is primarily composed of large, limestone and sandstone ashlars. The 3.5 m-long section of damaged wall is leaning uniformly at an angle of approximately 30˚ out toward the Gulf of Aqaba, with the upper course of stones leaning the furthest forward. The wall is described as ‘leaning’ and not as fallen or collapsed because the building stones present at the time of this excavation are still stacked one on top of the other in an organized fashion, as would have been the case when the wall was in use, although the entire damaged section tilts toward the beach as though it lacks underlying structural support." - Allison (2013:131-132)

Second Earthquake - 1068 CE

Evidence type Station Plan Figure Comments
Systematic tilting of walls 20
21

4a
4b
4c
4d
At Ayla, a wall in the southern room of the Sea Gate building complex K (Station 20 in Fig. 2 - Plan) is tilted toward SSW at an angle of up to 66° (in its central part) with a declination azimuth of 213° (Fig. 4a). Another example of the same damage pattern is in station 21 (in the western corner of the city wall), where a fragment of the wall is tilted at an angle of 72° with a declination angle of 210° (Fig. 4b).

The data of surveyed cases of tilting are summarized in Table 2 and in Fig. 4c. A 24 cases of tilting were observed at walls trending between 105° and 145°, 19 out of these are tilted toward SW and only 5 are tilted towards NE (Fig. 4c). In contrast, only 11 cases of tilting were observed in the perpendicular walls, with a 10°-45° trend, and no systematic tilting was observed.
- al-Tarazi and Khorjenkov (2007)
Lateral shifting of building elements 1
5a
5b
5c
5d
In Ayla, a 75 cm wide wall attached and perpendicular to a major city wall (station no. 1 — close to the northern corner of the city wall) has an original trend of 120°. Its upper part is shifted towards SSW (210°) of about 16 cm (Fig. 5a). The lower and undisturbed portion of the wall is 44 cm above the bottom of the excavation trench. The height of the preserved shifted fragment is 18 cm. The wall is composed of cemented sandstone and granite blocks.

The upper part of the highly deformed wall attached and perpendicular to the city wall (Station 3 in city Quarter E) was shifted 7 cm toward SSW. The wall trend is 115°, while the direction of shifting is 205°. Total height of the wall is 81 cm above the bottom of the excavation trench. At a later stage, a supporting wall of 84 cm width was built from the southern side in order to impede the collapse from the original wall.

Other seven cases of clear shifting were observed (Fig. 5b). Most of them are in walls trending 105°-120°. Three wall fragments were pushed toward the SSW and in one case the wall part was moved towards the opposite direction.
- al-Tarazi and Khorjenkov (2007)
Rotation of wall fragments around a vertical axis 2
10 or 12

6a
6b
6c
In Ayla, there is a rotation pattern in the northwestern wall of the 4th city tower (station no. 2). The height of the remaining wall is 139 cm above the bottom of the excavation trench. The trend of the undisturbed wall is 124°, while the strike of the rotated wall fragment is 115°, this suggesting a counterclockwise rotation on 9° with maximum degree of rotation for the lower row of the wall (Fig. 6a). The maximum horizontal offset between two wall fragments is 8 cm.

Another example is at station no. 12 (Ayla's city quarter A), where the upper part of the wall was rotated 15° clockwise by (Fig. 6b). The strike of the undisturbed wall is 117° and the strike of the rotated wall is 132°. The height of the undisturbed wall fragment is 40 cm, while the rotated part is 60 cm high. Width of the wall is 40-50 cm; its length is 2 m.

Walls striking 20°-45° revealed six cases of rotation and out of them five are counterclockwise and only one is clockwise (Fig. 6c). The perpendicular walls, trending 115°-130° revealed five cases of rotation, out of which two cases are counterclockwise and three cases are clockwise. Thus, a systematic picture of rotations is obtained: counterclockwise in NNE trending walls and clockwise in ESE walls (Fig. 6c).
- al-Tarazi and Khorjenkov (2007)
Fractures across walls 20
2

7
6a
Long through fissures cutting a whole wall are common phenomena among earthquake damage patterns (Stiros 1996; Korjenkov and Lemzin 2000). Several such patterns were also observed in Ayla. For example, a secondary wall attached and perpendicular to the main city wall (Station 3 in city Quarter E) was cut by a joint. The 55 cm long joint (left one in Fig. 7) crosses two stones of a 121° trending wall.

Another joint (Fig. 6a, shown by arrows) cutting through two adjacent stones which are located in the northwestern wall of the 4th city tower (station No. 2). The height of the wall is 139 cm above the bottom of the excavation trench. The trend of the wall fragment is 124°.

The described damage pattern occurred during last strong 1995 earthquake (I = VDT, Al-Tarazi 2000), was strong enough to cause significant damage in weak remnants of ancient buildings, especially those already excavated. Local site effects like liquefaction and subsidence could have increased the damage level.
- al-Tarazi and Khorjenkov (2007)

Archaeoseismic Deformation Maps
First Earthquake - 7th - 8th centuries CE

Deformation Map

Modified by JW from Fig. 2 of al-Tarazi and Khorjenkov (2007) and Fig. 2 of Damgaard and Jennings (2013)

Intermediate Earthquake (?) - 1033 CE ?

Deformation Map

clcik on image to open in a new tab

Modified by JW from Fig. 3.6 of Allison (2013)

Second Earthquake - 1068 CE

Deformation Map

Modified by JW from Fig. 2 of al-Tarazi and Khorjenkov (2007)

Archaeoseismic Analysis
First Earthquake - 7th - 8th centuries CE

The percentage of collapsed buildings of the Rashidun town is hard to estimate as most of the buildings have been cleared away and rebuilt. Nevertheless, an estimate can be done because most of the second floors or upper parts of high structures were rebuilt at the Umayyad and Early Abbasid stage leading to the estimate that at least 15% of the buildings were destroyed by the earthquake occurred at the end of the Umayyad period. According to the EMS-98 an earthquake intensity of IX or more is inferred.

Second Earthquake - 1068 CE

Figures
Figures

  • Fig. 4d Types of propagation during the Nuweiba 1995 earthquake from al-Tarazi and Khorjenkov (2007)

Discussion

A clear preference of southwest tilting is observed at the ruins of Ayla. Accordingly, the seismic shock likely arrived from the SW (Fig. 4d). As it is known the DST is a sinistral strike-slip fault and Ayla is located on the eastern block that moves northwards during strong earthquakes. Therefore, the building constructions are tilted to opposite direction because of inertia (Fig. 4d).

... Based on the above description of shifted building elements, the seismic shocks arrived from the SSW and the movements were transmitted from the ground to the building foundations, causing the upper wall fragments to move in an opposite direction due to inertia.

... The analysis of the clockwise and anticlockwise rotations supports a likely NNE-SSW direction of the seismic motion.

... Through-going joints are likely formed as a result of high intensity earthquake, while high energy is necessary to overcome the stress shadow of free surfaces at the stone margins (i.e., the free space between adjacent stones).

... The percentage of collapsed buildings of the Fatimid town can be well estimated as the ruins were left untouched. The survey disclosed that at least 15% of the well-built stone buildings of Fatimid Ayla collapsed and in practice no second floor structures survived with no severe damage. Again an EMS-98 intensity of IX or more is assumed.

Textual Intensity Estimates
18 March 1068 CE Earthquake

Effect                                                              Location Image(s) Description Intensity
  • Ayla "destroyed"
  • fatalities
  • tsunami
Ayla
  • VIII+
  • VIII+
  • IX+
The evidence requires a minimum Intensity of IX (9) when using the Earthquake Archeological Effects chart of Rodríguez-Pascua et al (2013: 221-224).

1212 CE Earthquake

Effect                                                              Location Image(s) Description Intensity
  • Violent Shock - apparently stronger than the one in Cairo which led to destruction and fatalities
Ayla
  • “there was a tremendous earthquake which destroyed many parts of old and new Cairo ... The most violent shock was at Aylat, on the coast.” - Abu Shama
  • VIII+
The evidence requires a minimum Intensity of VIII (8) when using the Earthquake Archeological Effects chart of Rodríguez-Pascua et al (2013: 221-224).

Archaeoseismic Intensity Estimates
First Earthquake - 7th - 8th centuries CE

Intensity Estimate from the Earthquake Archaeological Effects (EAE) Chart

Evidence type Station Location Figure Comments Intensity
Displaced Walls indicated by Wall Repairs 3 near N corner of Ayla City Wall
8 poor quality repairs of the Ayla city wall - al-Tarazi and Khorjenkov (2007) VII+
Displaced Walls indicated by Wall Repairs 6 City quarter D
9 clear mismatch between the lower row of stones and the upper wall fragment. The height of the lower row is 40 cm above the bottom of the excavated trench, where the height of the upper wall fragment is 160 cm. The azimuth of the lower row is 34°, while that of the upper wall fragment is 25° showing a difference of 9°. - al-Tarazi and Khorjenkov (2007) VII+
Tilted Walls indicated by Supporting Walls 7 City Quarter D
10 Wall perpendicular to the city wall has a supporting wall on its NE side. The latter wall was built later in order to strengthen the original one that was tilted toward the NE. The height of the original wall is 300 cm above the bottom of the excavation trench has a declination azimuth of 41° and a tilt angle of 83°. - al-Tarazi and Khorjenkov (2007) VI+
Tilted Walls indicated by Supporting Walls 21 W corner of city wall
4b
  • short secondary wall was built in order to support (apparently) a deformed column. Deformation of the column possibly occurred during the 748 Umayyad earthquake. Subsequently, both column and supporting wall were tilted toward SSW during the second-Fatimid earthquake of 1068. - al-Tarazi and Khorjenkov (2007)
  • Tens of supporting walls were observed in the ruins of Ayla, suggesting the hypothesis that during the first Umayyad period earthquake the city was seriously damaged. Building elements were tilted, shifted, distorted, and special supporting walls were subsequently built in order to reinforce damaged constructions. - al-Tarazi and Khorjenkov (2007)
VI+
Broken columns indicated by Secondary use of building materials in Early Abbasid buildings 7 City quarter D
11a column drum which is now inside of the street wall - al-Tarazi and Khorjenkov (2007) VI or VII +
Broken columns indicated by Secondary use of building materials in Early Abbasid buildings 13 City quarter F
11b two column drums belonging to a column likely damaged during the Umayyad earthquake. Another column drum (left in Fig. 11b) was later used in order to support the damaged column, while during the Fatimid earthquake, the column was finally destroyed and both drums were shifted out from their previous position. - al-Tarazi and Khorjenkov (2007) VI or VII +
Collapsed Walls n/a an east-west running wall perpendicular to a north-south running wall (L57/W13) in Area IM as defined by Damgaard (2008)


the remnants of a wall [are] now gone [robber trench in Fig. 9] was confirmed by a patterned collapse of mud-brick (including a carbonised wooden beam) on its south side [Fig. 10] - Damgaard (2008) VIII +
The archeoseismic evidence requires a minimum Intensity of VIII (8) when using the Earthquake Archeological Effects chart of Rodríguez-Pascua et al (2013: 221-224).

Seismic Parameters from al-Tarazi and Khorjenkov (2007)

al-Tarazi and Khorjenkov (2007) estimated an intensity of IX or more for the Umayyad period earthquake and surmised that the epicenter was close - a few tens of kilometers away. They estimated that the epicenter was to the NE.

Although based on limited observations the direction of tilt and resystematic block towards NE during Umayyad (748 A.D) and Fatimid (1086 A.D.) earthquakes are likely evidence of seismic motions radiated from the earthquake sources located NE of Ayla.

Intermediate Earthquake (?) - 1033 CE ?

Evidence type Location Image(s) Comments Intensity
Tilted Wall (possibly due to liquefaction) Trenches AY1 and AY2 next to Sea Wall

Fig. 3.7

Fig. 3.12
Fig. 5

Fig. 3.8

Fig. 3.9

Fig. 3.10

Fig. 3.11
"The city wall, eight to nine courses high, is primarily composed of large, limestone and sandstone ashlars. The 3.5 m-long section of damaged wall is leaning uniformly at an angle of approximately 30˚ out toward the Gulf of Aqaba, with the upper course of stones leaning the furthest forward. The wall is described as ‘leaning’ and not as fallen or collapsed because the building stones present at the time of this excavation are still stacked one on top of the other in an organized fashion, as would have been the case when the wall was in use, although the entire damaged section tilts toward the beach as though it lacks underlying structural support." - Allison (2013:131-132) VII (liquefaction)
The evidence requires a minimum Intensity of VII (7) when using the Earthquake Archeological Effects chart of Rodríguez-Pascua et al (2013: 221-224).

Second Earthquake - 1068 CE

Intensity Estimate from the Earthquake Archaeological Effects (EAE) Chart

Evidence type Station Plan Figure Comments Intensity
Systematic tilting of walls 20
21

4a
4b
4c
4d
At Ayla, a wall in the southern room of the Sea Gate building complex K (Station 20 in Fig. 2 - Plan) is tilted toward SSW at an angle of up to 66° (in its central part) with a declination azimuth of 213° (Fig. 4a). Another example of the same damage pattern is in station 21 (in the western corner of the city wall), where a fragment of the wall is tilted at an angle of 72° with a declination angle of 210° (Fig. 4b).

The data of surveyed cases of tilting are summarized in Table 2 and in Fig. 4c. A 24 cases of tilting were observed at walls trending between 105° and 145°, 19 out of these are tilted toward SW and only 5 are tilted towards NE (Fig. 4c). In contrast, only 11 cases of tilting were observed in the perpendicular walls, with a 10°-45° trend, and no systematic tilting was observed.
- al-Tarazi and Khorjenkov (2007)
VI+
Lateral shifting of building elements 1
5a
5b
5c
5d
In Ayla, a 75 cm wide wall attached and perpendicular to a major city wall (station no. 1 — close to the northern corner of the city wall) has an original trend of 120°. Its upper part is shifted towards SSW (210°) of about 16 cm (Fig. 5a). The lower and undisturbed portion of the wall is 44 cm above the bottom of the excavation trench. The height of the preserved shifted fragment is 18 cm. The wall is composed of cemented sandstone and granite blocks.

The upper part of the highly deformed wall attached and perpendicular to the city wall (Station 3 in city Quarter E) was shifted 7 cm toward SSW. The wall trend is 115°, while the direction of shifting is 205°. Total height of the wall is 81 cm above the bottom of the excavation trench. At a later stage, a supporting wall of 84 cm width was built from the southern side in order to impede the collapse from the original wall.

Other seven cases of clear shifting were observed (Fig. 5b). Most of them are in walls trending 105°-120°. Three wall fragments were pushed toward the SSW and in one case the wall part was moved towards the opposite direction.
- al-Tarazi and Khorjenkov (2007)
VIII+
Rotation of wall fragments around a vertical axis 2
10 or 12

6a
6b
6c
In Ayla, there is a rotation pattern in the northwestern wall of the 4th city tower (station no. 2). The height of the remaining wall is 139 cm above the bottom of the excavation trench. The trend of the undisturbed wall is 124°, while the strike of the rotated wall fragment is 115°, this suggesting a counterclockwise rotation on 9° with maximum degree of rotation for the lower row of the wall (Fig. 6a). The maximum horizontal offset between two wall fragments is 8 cm.

Another example is at station no. 12 (Ayla's city quarter A), where the upper part of the wall was rotated 15° clockwise by (Fig. 6b). The strike of the undisturbed wall is 117° and the strike of the rotated wall is 132°. The height of the undisturbed wall fragment is 40 cm, while the rotated part is 60 cm high. Width of the wall is 40-50 cm; its length is 2 m.

Walls striking 20°-45° revealed six cases of rotation and out of them five are counterclockwise and only one is clockwise (Fig. 6c). The perpendicular walls, trending 115°¬130° revealed five cases of rotation, out of which two cases are counterclockwise and three cases are clockwise. Thus, a systematic picture of rotations is obtained: counterclockwise in NNE trending walls and clockwise in ESE walls (Fig. 6c).
- al-Tarazi and Khorjenkov (2007)
VIII+
Fractures across walls 20
2

7
6a
Long through fissures cutting a whole wall are common phenomena among earthquake damage patterns (Stiros 1996; Korjenkov and Lemzin 2000). Several such patterns were also observed in Ayla. For example, a secondary wall attached and perpendicular to the main city wall (Station 3 in city Quarter E) was cut by a joint. The 55 cm long joint (left one in Fig. 7) crosses two stones of a 121° trending wall.

Another joint (Fig. 6a, shown by arrows) cutting through two adjacent stones which are located in the northwestern wall of the 4th city tower (station No. 2). The height of the wall is 139 cm above the bottom of the excavation trench. The trend of the wall fragment is 124°.

The described damage pattern occurred during last strong 1995 earthquake (I = VDT, Al-Tarazi 2000), was strong enough to cause significant damage in weak remnants of ancient buildings, especially those already excavated. Local site effects like liquefaction and subsidence could have increased the damage level.
- al-Tarazi and Khorjenkov (2007)
VI+
The archeoseismic evidence requires a minimum Intensity of VIII (8) when using the Earthquake Archeological Effects chart of Rodríguez-Pascua et al (2013: 221-224).

Seismic Parameters from al-Tarazi and Khorjenkov (2007)

al-Tarazi and Khorjenkov (2007) estimated an intensity of IX or more and the epicenter was some distance from the site. They estimated that the epicenter was to the NE.

Although based on limited observations the direction of tilt and resystematic block towards NE during Umayyad (748 A.D) and Fatimid (1086 A.D.) earthquakes are likely evidence of seismic motions radiated from the earthquake sources located NE of Ayla.

Site Effect
Liquefaction susceptibility

al-Tarazi and Khorjenkov (2007) suggest that the severity of seismic destruction at Ayla was significantly increased because of site effects. Citing Mansoor, N. (2004), they noted that the location lies in an area of high liquefaction susceptibility, due to the presence of saturated sands at shallow depth. Although previous speculation suggested that an active fault ran through the site, this was apparently disaffirmed by trenching performed by Rucker and Niemi (2005). al-Tarazi and Khorjenkov (2007) also reported that they did not discover offset and rotations affecting the NW town wall as described by Galli and Galadini (2001) and interpret the site history in terms of liquefaction and differential subsidence in agreement with Rucker and Niemi (2005). Ayla's location near the beach and shore strongly suggest that it is subject to liquefaction.

Notes and Further Reading
References

Articles and Books

Allison, A. J. (2013). Paleoseismology and Archaeoseismology along the Southern Dead Sea Transform in Wadi 'Arabah Near the municipality of Aqaba, Jordan. University of Missouri–Kansas City, Ph.D. dissertation.

Damgaard, K. (2008). Final Report: The 2008 Season of the Islamic Aqaba Project. Circulated, unpublished report.

Damgaard, K., Abu-Laban, A., Jennings, M. D., Lorien, P., Seye, C. (2010). Jordan's Port on the China Sea: A preliminary report on the 2010 field campaign of the Aylah Archaeological Project.

Damgaard, K. (2011). Modelling mercantilism: An archaeological analysis of Red Sea trade in the early Islamic period (650–1100 CE). Ph.D. dissertation, University of Copenhagen, Denmark.

Damgaard, K. (2011). Appendices.

Damgaard, K., Jennings, M. D. (2013). Once more unto the beach: A report on renewed archaeological investigations at Aylah. Annual of the Department of Antiquities in Jordan 57.

Galli, P. and Galadini, F. (2001). Surface faulting of archaeological relics: A review of case histories from the Dead Sea to the Alps. Tectonophysics 335: 291-312.

Khouri, R. G. and Whitcomb, D. S. (1988). Aqaba: Port of Palestine on the China Sea. Al Kutba.

Korzhenkov, A. and Al-Tarazi, E. (2007). Archaeoseismological investigation of the ancient Ayla site in the city of Aqaba, Jordan. Natural Hazards 42: 47-66.

Mansoor, N. (2004). A GIS-Based Assessment of Liquefaction Potential of the City of Aqaba, Jordan. Environmental & Engineering Geoscience 10: 297-320.

Rucker, J. D. and Niemi, T. M. (2005). New excavations of the city wall at Islamic Ayla in ʻAqaba, Jordan. Annual of the Department of Antiquities of Jordan 49: 501-508.

Thomas, R., et al. (2007). Structural damage from earthquakes in the second-ninth centuries at the archaeological site of Aila in Aqaba, Jordan: PERA. Bulletin of the American Schools of Oriental Research 346: 59-77.

Whitcomb, D. (1989b). Mahesh ware: Evidence of early Abbasid occupation from southern Jordan . Annual of the Department of Antiquities of Jordan, 33, 269–285.

Whitcomb, D. (1994). Art and Industry in the Islamic Port of Aqaba. Special Publications. Chicago, IL, Oriental Institute, University of Chicago: 32.

Whitcomb, D. S. (1994b). Water and recent excavations at Aqaba. News & Notes 141, Institute for the Study of Ancient Cultures, University of Chicago, 1-5.