Aerial view of AylaAround 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.
Figure 2
Figure 3.7
Figure 2
Figure 3.7
Table 3.3
Fig. 4
Figure 3.8
Figure 3.9
Figure 3.10
Fig. 4
Figure 3.8
Figure 3.9
Figure 3.10
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.
Figure 2
Figure 2
Figure 9
Figure 10
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.
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.
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.
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.
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.
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.
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 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.
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:
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.
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.
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.).
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.
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).
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.
Figure 2
Figure 2
| Effect | Location | Image(s) | Description |
|---|---|---|---|
|
Ayla |
|
| Effect | Location | Image(s) | Description |
|---|---|---|---|
|
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.
| Evidence type | Station | Location | Figure | Comments |
|---|---|---|---|---|
| Wall Repairs | 3 | near N corner of Ayla City Wall
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
8
Figure 8Traces of poor quality repair in Ayla city wall to the NE from the city tower no. 4 (station no. 3) al-Tarazi and Khorjenkov (2007) |
poor quality repairs of the Ayla city wall- al-Tarazi and Khorjenkov (2007) |
| Wall Repairs | 6 | City quarter D
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
9
Figure 9Mismatch of lower row of stones and upper wall fragments in city quarter D (station no. 6). There is a difference of 9° between the trends of two walls al-Tarazi and Khorjenkov (2007) |
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
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
10
Figure 10A wall perpendicular to the city wall (city Quarter D; station no. 7) has a supporting wall from its NE side. The last wall was built later in order to strengthen the original one that was tilted toward NE al-Tarazi and Khorjenkov (2007) |
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
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
4b
Figure 4bTilted walls in Ayla towards the SSW: (b) In seashore area (Station 21). Note the tilting of both the lower fragment of a column and a later built supporting wall. al-Tarazi and Khorjenkov (2007) |
|
| Secondary use of building materials in Early Abbasid buildings |
7 | City quarter D
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
11a
Figure 11aSecondary use of building stones in Ayla. (a) A column drum built into the street wall in city quarter D (station no. 7). al-Tarazi and Khorjenkov (2007) |
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
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
11b
Figure 11bSecondary use of building stones in Ayla. Two column drums at city quarter F (station no. 13): the right one belonged to the lower part of the column. It was probably damaged during the Umayyad earthquake. The left column drum was used later in order to support and reinforce the damaged column al-Tarazi and Khorjenkov (2007) |
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)
Figure 1Phased plan of the archaeological site of Aylah. The new excavations are in the southwest quadrant (© AAP) Damgaard and Jennings (2013)
Figure 2Phased plan of excavation area in the southwest quadrant of Aylah (© AAP) Damgaard and Jennings (2013) |
Figure 9Negative [aka Robber Trench] of the early Abbasid wall (L77) Damgaard (2008)
Figure 10Associated mud-brick collapse (L86) 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) |
| Effect | Location | Image(s) | Comments |
|---|---|---|---|
| Tilted Wall (possibly due to liquefaction) | Trenches AY1 and AY2 next to Sea Wall Fig. 3.7
Figure 3.7Location of trenches AY1 and AY2 along the city sea wall at Early Islamic Ayla. Numbered structures (17-19) correlate to numbered structures (towers) on the top plan by Whitcomb (1994a) (see Figure 3.6). The Ayla city wall was surveyed and drafted by Maisoon Fakhri as part of the Department of Antiquities excavations in 2001 (Dr. Sawsan Fakhri, unpublished data) click on image to open in a new tab Alison (2013) Fig. 3.12 |
Fig. 5 Fig. 3.8
Figure 3.8Photograph showing relationship of all architecture in Trench AY1 including the leaning city wall, revetment wall, the reconstructed city wall, and the buried original (non-leaning) city wall. View toward the east. Meter stick for scale in the foreground. click on image to open in a new tab Alison (2013) Fig. 3.9
Figure 3.9Photograph of the visible northwestern edge of the leaning city wall and revetment wall as exposed in the southeastern balk of Trench AY1. Pottery was collected from beneath the revetment wall in this trench via the small probe visible on the right side of the photo. View toward the southeast. click on image to open in a new tab Alison (2013) Fig. 3.10
Figure 3.10Cross-section of the visible northwestern edge of the leaning city wall and revetment wall as exposed in the southeastern balk of trench AY1 at Early Islamic Ayla. Radiocarbon dates from charcoal samples collected from trench AY2 are projected here into cross-section click on image to open in a new tab Alison (2013) 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) |
| Evidence type | Station | Plan | Figure | Comments |
|---|---|---|---|---|
| Systematic tilting of walls | 20 21 |
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
4a
Figure 4aTilted walls in Ayla towards the SSW (a) In a room of the Sea Gate building complex (Station 20) al-Tarazi and Khorjenkov (2007) 4b
Figure 4bTilted walls in Ayla towards the SSW (b) In seashore area (Station 21). Note the tilting of both the lower fragment of a column and a later built supporting wall. al-Tarazi and Khorjenkov (2007) 4c
Figure 4cTilted walls in Ayla towards the SSW (c) Summary of measurements: direction of tilting patterns observed in Ayla as a function of the direction of the walls. ESE trending walls have systematic tilt toward SSW. al-Tarazi and Khorjenkov (2007) 4d
Figure 4dTilted walls in Ayla towards the SSW (d) Qualitative model showing the types of propagation of the seismic motions during the Nuweiba 1995 earthquake. Ayla was in the compression quadrangle and most of the walls oriented SE were tilted towards SW due to inertia al-Tarazi and Khorjenkov (2007) |
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).- al-Tarazi and Khorjenkov (2007) |
| Lateral shifting of building elements | 1 |
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
5a
Figure 5aShifting of wall fragments in Ayla: (a) Shift toward the SSW of the upper part of a wall attached and perpendicular to the city wall (station no. 1). al-Tarazi and Khorjenkov (2007) 5b
Figure 5bShifting of wall fragments in Ayla: (b) Summary of measurements: direction of shifting patterns observed in Ayla as a function of the direction of the walls. ESE trending walls have systematic shift toward SSW. al-Tarazi and Khorjenkov (2007) 5c
Figure 5cShifting of wall fragments in Ayla: (c) photograph and al-Tarazi and Khorjenkov (2007) 5d
Figure 5dShifting of wall fragments in Ayla: ( d) scheme. Shift toward the epicenter of the upper part of the grave monument during Suusamyr (1992, Ms = 7.3) earthquake in Kyrgyzstan al-Tarazi and Khorjenkov (2007) |
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.- al-Tarazi and Khorjenkov (2007) |
| Rotation of wall fragments around a vertical axis | 2 10 or 12 |
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
6a
Figure 6aRotations of the wall fragments in Ayla. (a) A counterclockwise rotation in the northwestern wall of the 4th city tower. The arrows point to a through-going joint (station no. 2). al-Tarazi and Khorjenkov (2007) 6b
Figure 6bRotations of the wall fragments in Ayla. (b) Ayla city complex A: Upper part of the wall was rotated clockwise by 15° (station no. 10). al-Tarazi and Khorjenkov (2007) 6c
Figure 6cRotations of the wall fragments in Ayla. (c) Angle of rotation as a function of the wall trend: mostly counterclockwise rotations were observed in NNE walls and more clockwise rotations in ESE walls al-Tarazi and Khorjenkov (2007) |
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.- al-Tarazi and Khorjenkov (2007) |
| Fractures across walls | 20 2 |
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
7
Figure 7Tilted walls in Ayla towards the SSW (a) In a room of the Sea Gate building complex (Station 20) al-Tarazi and Khorjenkov (2007) 6a
Figure 6aRotations of the wall fragments in Ayla. (a) A counterclockwise rotation in the northwestern wall of the 4th city tower. The arrows point to a through-going joint (station no. 2). al-Tarazi and Khorjenkov (2007) |
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.- al-Tarazi and Khorjenkov (2007) |
Deformation Map
Deformation MapThe 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.
Figure 4d
Earthquake Archeological Effects (EAE)| Effect | Location | Image(s) | Description | Intensity |
|---|---|---|---|---|
|
Ayla |
|
|
Earthquake Archeological Effects (EAE)| Effect | Location | Image(s) | Description | Intensity |
|---|---|---|---|---|
|
Ayla |
|
|
Earthquake Archeological Effects (EAE)| Evidence type | Station | Location | Figure | Comments | Intensity |
|---|---|---|---|---|---|
| Displaced Walls indicated by Wall Repairs | 3 | near N corner of Ayla City Wall
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
8
Figure 8Traces of poor quality repair in Ayla city wall to the NE from the city tower no. 4 (station no. 3) al-Tarazi and Khorjenkov (2007) |
poor quality repairs of the Ayla city wall- al-Tarazi and Khorjenkov (2007) |
VII+ |
| Displaced Walls indicated by Wall Repairs | 6 | City quarter D
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
9
Figure 9Mismatch of lower row of stones and upper wall fragments in city quarter D (station no. 6). There is a difference of 9° between the trends of two walls al-Tarazi and Khorjenkov (2007) |
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
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
10
Figure 10A wall perpendicular to the city wall (city Quarter D; station no. 7) has a supporting wall from its NE side. The last wall was built later in order to strengthen the original one that was tilted toward NE al-Tarazi and Khorjenkov (2007) |
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
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
4b
Figure 4bTilted walls in Ayla towards the SSW: (b) In seashore area (Station 21). Note the tilting of both the lower fragment of a column and a later built supporting wall. al-Tarazi and Khorjenkov (2007) |
|
VI+ |
| Broken columns indicated by Secondary use of building materials in Early Abbasid buildings | 7 | City quarter D
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
11a
Figure 11aSecondary use of building stones in Ayla. (a) A column drum built into the street wall in city quarter D (station no. 7). al-Tarazi and Khorjenkov (2007) |
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
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
11b
Figure 11bSecondary use of building stones in Ayla. Two column drums at city quarter F (station no. 13): the right one belonged to the lower part of the column. It was probably damaged during the Umayyad earthquake. The left column drum was used later in order to support and reinforce the damaged column al-Tarazi and Khorjenkov (2007) |
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)
Figure 1Phased plan of the archaeological site of Aylah. The new excavations are in the southwest quadrant (© AAP) Damgaard and Jennings (2013)
Figure 2Phased plan of excavation area in the southwest quadrant of Aylah (© AAP) Damgaard and Jennings (2013) |
Figure 9Negative [aka Robber Trench] of the early Abbasid wall (L77) Damgaard (2008)
Figure 10Associated mud-brick collapse (L86) 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 + |
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.
Earthquake Archeological Effects (EAE)| Evidence type | Location | Image(s) | Comments | Intensity |
|---|---|---|---|---|
| Tilted Wall (possibly due to liquefaction) | Trenches AY1 and AY2 next to Sea Wall Fig. 3.7
Figure 3.7Location of trenches AY1 and AY2 along the city sea wall at Early Islamic Ayla. Numbered structures (17-19) correlate to numbered structures (towers) on the top plan by Whitcomb (1994a) (see Figure 3.6). The Ayla city wall was surveyed and drafted by Maisoon Fakhri as part of the Department of Antiquities excavations in 2001 (Dr. Sawsan Fakhri, unpublished data) click on image to open in a new tab Alison (2013) Fig. 3.12 |
Fig. 5 Fig. 3.8
Figure 3.8Photograph showing relationship of all architecture in Trench AY1 including the leaning city wall, revetment wall, the reconstructed city wall, and the buried original (non-leaning) city wall. View toward the east. Meter stick for scale in the foreground. click on image to open in a new tab Alison (2013) Fig. 3.9
Figure 3.9Photograph of the visible northwestern edge of the leaning city wall and revetment wall as exposed in the southeastern balk of Trench AY1. Pottery was collected from beneath the revetment wall in this trench via the small probe visible on the right side of the photo. View toward the southeast. click on image to open in a new tab Alison (2013) Fig. 3.10
Figure 3.10Cross-section of the visible northwestern edge of the leaning city wall and revetment wall as exposed in the southeastern balk of trench AY1 at Early Islamic Ayla. Radiocarbon dates from charcoal samples collected from trench AY2 are projected here into cross-section click on image to open in a new tab Alison (2013) 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) |
Earthquake Archeological Effects (EAE)| Evidence type | Station | Plan | Figure | Comments | Intensity |
|---|---|---|---|---|---|
| Systematic tilting of walls | 20 21 |
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
4a
Figure 4aTilted walls in Ayla towards the SSW (a) In a room of the Sea Gate building complex (Station 20) al-Tarazi and Khorjenkov (2007) 4b
Figure 4bTilted walls in Ayla towards the SSW (b) In seashore area (Station 21). Note the tilting of both the lower fragment of a column and a later built supporting wall. al-Tarazi and Khorjenkov (2007) 4c
Figure 4cTilted walls in Ayla towards the SSW (c) Summary of measurements: direction of tilting patterns observed in Ayla as a function of the direction of the walls. ESE trending walls have systematic tilt toward SSW. al-Tarazi and Khorjenkov (2007) 4d
Figure 4dTilted walls in Ayla towards the SSW (d) Qualitative model showing the types of propagation of the seismic motions during the Nuweiba 1995 earthquake. Ayla was in the compression quadrangle and most of the walls oriented SE were tilted towards SW due to inertia al-Tarazi and Khorjenkov (2007) |
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).- al-Tarazi and Khorjenkov (2007) |
VI+ |
| Lateral shifting of building elements | 1 |
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
5a
Figure 5aShifting of wall fragments in Ayla: (a) Shift toward the SSW of the upper part of a wall attached and perpendicular to the city wall (station no. 1). al-Tarazi and Khorjenkov (2007) 5b
Figure 5bShifting of wall fragments in Ayla: (b) Summary of measurements: direction of shifting patterns observed in Ayla as a function of the direction of the walls. ESE trending walls have systematic shift toward SSW. al-Tarazi and Khorjenkov (2007) 5c
Figure 5cShifting of wall fragments in Ayla: (c) photograph and al-Tarazi and Khorjenkov (2007) 5d
Figure 5dShifting of wall fragments in Ayla: ( d) scheme. Shift toward the epicenter of the upper part of the grave monument during Suusamyr (1992, Ms = 7.3) earthquake in Kyrgyzstan al-Tarazi and Khorjenkov (2007) |
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.- al-Tarazi and Khorjenkov (2007) |
VIII+ |
| Rotation of wall fragments around a vertical axis | 2 10 or 12 |
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
6a
Figure 6aRotations of the wall fragments in Ayla. (a) A counterclockwise rotation in the northwestern wall of the 4th city tower. The arrows point to a through-going joint (station no. 2). al-Tarazi and Khorjenkov (2007) 6b
Figure 6bRotations of the wall fragments in Ayla. (b) Ayla city complex A: Upper part of the wall was rotated clockwise by 15° (station no. 10). al-Tarazi and Khorjenkov (2007) 6c
Figure 6cRotations of the wall fragments in Ayla. (c) Angle of rotation as a function of the wall trend: mostly counterclockwise rotations were observed in NNE walls and more clockwise rotations in ESE walls al-Tarazi and Khorjenkov (2007) |
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.- al-Tarazi and Khorjenkov (2007) |
VIII+ |
| Fractures across walls | 20 2 |
Figure 2Plan of the ancient city of Ayla with the locations of the measured stations (numbers inside boxes) described in the text. Hatched diagonal structure is a Wadi bed. BH is a borehole near the Egyptian gate (modified after Whitcomb 1993) al-Tarazi and Khorjenkov (2007) |
7
Figure 7Tilted walls in Ayla towards the SSW (a) In a room of the Sea Gate building complex (Station 20) al-Tarazi and Khorjenkov (2007) 6a
Figure 6aRotations of the wall fragments in Ayla. (a) A counterclockwise rotation in the northwestern wall of the 4th city tower. The arrows point to a through-going joint (station no. 2). al-Tarazi and Khorjenkov (2007) |
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.- al-Tarazi and Khorjenkov (2007) |
VI+ |
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.
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.
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Archaeoseismology along the Southern Dead Sea
Transform in Wadi 'Arabah Near the municipality
of Aqaba, Jordan. University of Missouri–Kansas
City, Ph.D. dissertation.
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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.
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10: 297-320.
Rucker, J. D. and Niemi, T. M. (2005). New
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ʻAqaba, Jordan. Annual of the Department of
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Chicago, IL, Oriental Institute, University of
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