Transliterated Name | Source | Name |
---|---|---|
Avdat | Hebrew | עבדת |
Abdah, Abde | Arabic | عبدة |
Oboda | Ancient Greek | Ὀβόδα |
Ovdat | ||
Obodat |
Avdat started out in the 3rd or 4th century BCE as a Nabatean way station on the Incense Road (Avraham Negev in Stern et al, 1993). By the 1st century BCE, the town was named Oboba after Nabatean King Obodas I. It was occupied continuously until it was abandoned perhaps as late as the 9th or 10th centuries CE. Situated at the end of a ~4 km. long ridge, Avdat may have suffered from seismic amplification during past earthquakes as it may be subject to a topographic or ridge effect.
Oboda was named for a Nabatean king, whose name has been preserved in the Arabic 'Abdah. The Tabula Peutingeriana shows Oboda to have been situated on the main Aila (Elath)-Jerusalem road. It has been identified by all scholars with Eboda of Arabia Petraea mentioned by Ptolemy (V, 17, 4). However, according to this writer, Ptolemy's Eboda was a village east of the Arabah and thus, this identification is unacceptable. Oboda ('Οβοδα) is also mentioned by Uranius, quoted by Stephanus of Byzantium. It appears in a papyrus from Nessana (no. 39), tentatively dated to the sixth century CE. Its identification with 'Abdah is certain, in view of the similarity of the ancient and the Arabic names and the geographical locations. Furthermore, the name Oboda occurs in third-century CE Nabatean-Greek inscriptions found at Oboda. The site lies in the Negev desert on a spur of a mountain ridge running from southeast to northwest (map reference 1278.0228). At its highest point it is 655 m above sea level
Oboda was founded at the end of the fourth or the beginning of the third century BCE as a station on a junction on the caravan routes from Petra and Aila to Gaza. Temples were constructed there during the reigns ofObodas III (30-9 BCE) and Aretas IV (9 BCE-40 CE). During that period it became an important center for sheep, goat, and camel breeding and the manufacture of Nabatean pottery. The military camp for the camel corps guarding the caravan routes, which stood northeast of the town, may also date from that time. During the reign of Malichus II (40-70 CE), Oboda suffered destruction at the hands of pre-Islamic Arab tribes. Under Rabbel II (70-106 CE), agricultural projects were developed in the vicinity, as is evidenced by dedicatory inscriptions on libation altars found there.
U. J. Seetzen was the first traveler to reach 'Abdah (l807). In 1838, E. Robinson located Oboda at 'Auja el-Hafir (later identified as Nessana). The town was surveyed by E. H. Palmer and T. Drake in 1870. In the summer of 1902, A. Musil conducted a more detailed survey, and in the winter of 1904 'Abdah was thoroughly explored by A. Jaussen, R. Savignac, and L. H. Vincent on behalf of the Ecole Biblique et Archeologique in Jerusalem. In 1912, the site was visited by a team headed by C. L. Woolley and T. E. Lawrence, on behalf of the Palestine Exploration Fund. W. Bachmann, C. Watzinger, and T. Wiegand, serving as officers of the unit for the Preservation of Monuments attached to the German-Turkish army, came to the area in 1916 and drew precise sketches of the churches and some architectural details. In 1921, A. Alt published a corpus of the Oboda inscriptions known at that time.
In 1999–2000 an area located east of the Byzantine town wall and the north tower at Oboda was excavated on behalf of the Israel Antiquities Authority. The excavation was directed by T. Erickson-Gini. It revealed a residential quarter with a series of dwellings covering an area of approximately 0.25 a
Archeological excavations have uncovered several earthquakes which struck Avdat/Oboda. Erickson-Gini, T. (2014) noted approximate dates and Intensities:
Substantial destruction in the early 2nd century CE
Some damage due to an earthquake in 363 CE.
A massive earthquake in the early 5th century CE
A massive earthquake in the early 7th century CE[JW: recent work (2022) may suggest this should revised to the 7th century rather than the early 7th century]
Erickson-Gini, T. (2014) described the early 2nd century earthquake as follows:
There is indirect evidence of a more substantial destruction in the early 2nd century CE in which residential structures from the earliest phase of the Nabataean settlement east of the late Roman residential quarter were demolished and used as a source of building stone for later structures. Destruction from this earthquake is well attested particularly nearby at Horvat Hazaza, and along the Petra to Gaza road at Mezad Mahmal, Sha'ar Ramon, Mezad Neqarot and Moyat `Awad, and at `En Rahel in the Arava as well as at Mampsis (Korjenkov and Erickson-Gini 2003).Erickson-Gini and Israel (2013) added
Evidence of an early second-century CE earthquake is found at other sites along the Incense Road at Nahal Neqarot, Sha'ar Ramon, and particularly at the head of the Mahmal Pass where an Early Roman Nabataean structure collapsed (Korjenkov and Erickson-Gini 2003; Erickson-Gini 2011). There is ample evidence of the immediate reconstruction of buildings at Moyat ‘Awad, Sha'ar Ramon, and Horvat Dafit. However, this does not seem to be the case with the Mahmal and Neqarot sites.Erickson-Gini and Israel (2013) discussed seismic damage at Moyat ‘Awad due to this earthquake
The Early Roman phase of occupation in the site ended with extensive damage caused by an earthquake that took place shortly before the Roman annexation of the region in 106 CE (Korjenkov and Erickson-Gini 2003). The building in Area C and the kiln works were destroyed, and the cave dwellings were apparently abandoned as well. Reconstruction was required in parts of the fort. At this time, deposition from its floors was removed and thrown outside of the fort and a new bath as well as heating were constructed in its interior. Along its eastern exterior and lower slope, rooms were added. Thus, the great majority of the finds from inside the fort and its ancillary rooms date to the latest phase of its occupation in the Late Roman, post-annexation phase, the latest coins of which date to the reign of Elagabalus (219–222 CE).
sustained some damage in the 363 earthquake. In the Late Roman/Early Byzantine Residential Quarter, Erickson-Gini (2010:91-95) reports that Room 7
apparently collapsed in the 363 earthquakeas it
was found filled with collapsed building stones, loose soil, rubble and air pockets.Further structural damage was indicated in Room 4 where
a row of fallen arch stones were foundand doorways between Room 4 and Rooms 3 and 7 were blocked. Tali Erickson-Gini in Stern et al (2008:1984-1985) also reported a blocked doorway(s) in Room 17 and possibly Room 7 as well. Dating of the collapse in Room 7 may have been assisted via pottery, coins, and other items which were recovered in a protected corner of the room (Erickson-Gini, 2010:91-95).
At Oboda (Eboda/Abde/Avdat) the Colt Expedition excavated an isolated ‘villa’ located south of the town, but they never published their results. The plans and a description of this structure were later published by Negev, who dated it (on the basis of architectural features) to the second and third centuries CE (Negev 1997: 73-79). The Colt Expedition also excavated and published a structure located between the South Church and the Byzantine Citadel, described as a “Hellenistic building” (Colt 1962: 45-47, Pl.LXVIII, Negev 1997: 24-25). P.L.O. Guy reported that the expedition carried out some preliminary work on the bathhouse that was left unfinished (Guy 1938: 13).
The site of Oboda is situated on a plateau overlooking Nahal Zin a few kilometers south of the springs of ‘En Avdat and ‘En Aqev. It is located several kilometers south of the communities of Kibbutz Sede Boqer and Midreshet Ben Gurion on the modern Mizpe Ramon highway leading to Eilat.
Between March and December 1999, the army camp situated north-east of the acropolis was excavated by P. Fabian and the writer on behalf of the Israel Antiquities Authority as part of a project initiated by the Ministry of Labor and Welfare and in order to facilitate further development of the site for tourism (Fig.1.70).1
1 The numismatic finds were examined by H. Sokolov of the IAA. These
and other finds were cleaned by the laboratories of the IAA under the
direction of E. Altmark. The ceramic and small finds were drawn by A.
Dudin and plans and sections of the excavation were drawn by V. Essman
and S. Persky. C. Amit and T. Segiv photographed the excavation and the
finds. The ceramic finds were sorted by the writer.
2 An alternative interpretation of the excavation and the date of the
construction and occupation of the camp may be found in Fabian's
unpublished doctoral dissertation (2005)
In addition to the army camp, an area near the north tower situated east of the acropolis and the town wall was excavated by the writer on behalf of the Israel Antiquities Authority as a continuation of the work project sponsored by the Ministry of Labor and Welfare. A few years earlier, in 1994, a series of probes were carried out along the town wall north of the tower by P. Fabian on behalf of the Israel Antiquities Authority, the results of which are Figure 1.76a. Oboda Late Roman / Early Byzantine Quarter, Phase 2 building facing West, early third c. CE Figure 1.76c. Oboda Late Roman / Early Byzantine Quarter, Room 6, Pantry with in situ pottery as yet unpublished. My excavation joined up with one of these probes, located east of the town wall next to the north tower. My new excavation covered an area of approximately 4 dunams (one acre) revealing a series of dwellings with over thirty rooms (Fig. 1.72).1
1 The numismatic finds were examined by H. Sokolov of the IAA. The coins and other metal finds were cleaned by the laboratories of the IAA under the direction of E. Altmark. Plans of the site were drawn by V. Essman and S. Persky. The glass finds from the excavation were examined and are being published by Y. Gorin-Rosen. The ceramic and small finds were drawn by A. Dudin and pottery reconstruction was carried out by S. Lavi. The faunal material from Room 6 is being examined by R. Kahatti. Photographs of the excavation and the finds were produced by C. Amit and T. Segiv. N.S. Paran and L. Shilov assisted in directing the excavation and sorting the finds.
On May 19th, 363 CE, a massive earthquake struck the East, causing great damage to cities and towns along the Syrian-African rift and as far away as the Mediterranean coast. Compared to other earthquakes in ancient times, this particular event was well documented in historical sources and in the archaeological record. In situ evidence from this event has been found in several sites in our region, at Petra and in the Negev sites at Mampsis, ‘En Hazeva and Oboda. This earthquake, whose epicenter was probably located in the northern Arava valley, did not destroy whole sites but caused considerable damage and subsequent reconstruction that can be identified in the archaeological record (Mazor and Korjenkov 2001: 130, 133).
In the examination of the historical sources concerning the third and fourth centuries it is obvious that although general information concerning developments in the East exists, very little of this information pertains to the history of the central Negev. In the face of this dearth of historical data, archaeological findings provide details with which to trace the development of the region in a crucial phase of its history. The following are the results of an examination of the archaeological evidence and the implications of this evidence as it pertains to the accelerated growth in settlement and agriculture that took place in the fourth century CE.
In 1999–2000 an area located east of the Byzantine town wall and the north tower at Oboda was excavated on behalf of the Israel Antiquities Authority. The excavation was directed by T. Erickson-Gini. It revealed a residential quarter with a series of dwellings covering an area of approximately 0.25 a.
Three definitive architectural phases were revealed in the residential quarter. To the first phase belong three rooms of an early structure (rooms 24, 27–28, 44) located on the eastern edge of the area and dated to the first century CE, possibly a Nabatean caravansary or residential structure. Some of the stones used in this structure were very large and the building appears to have covered an area of at least 40 sq m, including a large central courtyard.
The 1999–2000 excavation of the residential quarter has provided a wealth of information about the site in the Early Roman through early Byzantine periods, during which the site appears to have been occupied continuously. In addition, the excavations revealed information concerning the important transitional phase in its history, when its inhabitants were forced to abandon their principal means of livelihood with the cessation of international trade through the region in the third century CE. The succeeding period in the fourth century CE witnessed the rapid expansion of agricultural production and inter-regional trade of agricultural products, particularly wine, in the wake of the large-scale Late Roman military build-up in the eastern provinces. At Oboda this military build-up may be reflected in the erecting of the southern and possibly northern tower around 293/4 CE, as well as the construction of the large military camp located northeast of the acropolis. (This camp was excavated extensively in 1999–2000 on behalf of the Israel Antiquities Authority.)
A massive earthquake took place in the early 5th century CE, substantial evidence of which was uncovered in the late Roman and early Byzantine residential quarter (Erickson-Gini 2010a: 91-93). All of the structures east of the town wall were abandoned and used as a source of building stone for the late Byzantine town. Following this earthquake, massive revetment walls were constructed along the southern wall of the acropolis in order to shore up the heavily damaged walls. In contrast, the late Byzantine citadel adjoining the temenos area of the acropolis has no revetment walls, certainly due to its construction following the earthquake. The two churches inside the temenos area were built using numerous early Roman ashlars and architectural elements originally from the Obodas Temple damaged in the earthquake.Tali Erickson-Gini in Stern et al (2008) noted that
numismatic and ceramic evidence uncovered in this third phase indicate that the dwellings [of the late Roman and early Byzantine residential quarter] were destroyed in a violent earthquake several decades after that of 363 CEadding that
following this second, local earthquake, the area was abandoned and many of the building stones were robbed. In Area A of the Roman/Byzantine Quarter, Erickson-Gini (2022) found
floor slabs, apparently from an upper floor, and archers from an earlier collapsewhich
maybe remains from an
early 5th century CEcollapse. They also found an earlier version of Wall 1 which
may be the remains of a stone course that had collapsed from original W1 in the early fifth century CEand which, according to Erickson-Gini (2022), corresponds to
a blockage in the northern wall (W2; Fig. 6) in the early fifth century CE, when the site was damaged by a local earthquake, evidence of which was discovered by the author in the Roman/Byzantine Quarter nearby (Erickson-Gini 2010:91– 95; 2014:100).Erickson-Gini (2022) also noted that in the Dipinti cave on the southern slope of the Acropolis in Area D, a niche in the wall
appears to have originally been a window that was blocked on the eastern side of the back of the Dipinti Wall when it was reinforced, possibly following damage by the earthquake in the early fifth century CE (see Erickson-Gini 2010:90–94).
A decisive factor in determining this phase is the dating of a series of earthquakes, one or more of which shattered numerous buildings in some of the towns of the central Negev. Although literary evidence is scarce, there is ample archaeological evidence that testifies to these disasters. At Oboda the entire length of the old southern Nabatean retaining wall was thrust outwards, and for this reason it had to be supported by a heavy, slanting supporting wall. Similarly much damage was caused to a massive tower of the Nabatean period, identified in July 1989 as the temple of Obodas (?), which in the Late Roman - early Byzantine period was incorporated in the citadel occupying the eastern half of the acropolis hill. Most of the damage was caused to the western and southern walls of the temple, and for this reason these too had to be supported by still heavier stone taluses, blocking the original entrance to the temple on the southern wall. It is against this talus that the South Church was built. Similar damage was also caused to some of the nearby buildings in the so-called Roman Quarter south of the temple. We may thus place the date of the earthquake between the end of the third century A.D., when the latest building in this quarter was constructed, and A.D. 541, when the Martyrium of St. Theodore was already being used as a burial ground.
In 2012, salvage excavations were carried out in three areas in ‘Avedat National Park (Fig. 1), near and within the acropolis (Areas A, B; map ref. 178250/522720) and at the foot of the site’s western slope (Area D; map ref. 178188/522584).1 The excavations were initiated to facilitate restoration work (Area A) and following damage to the site when electric lines were dug to provide lighting for the acropolis (Area B).
The ancient town of ‘Avedat (Greek: Oboda; Arabic: Abdeh), located along the Petra–Gaza road (popularly referred to as the ‘Incense Route’), shows evidence of seasonal occupation by the Nabataeans in the third–second centuries BCE, with extensive remains on the upper plateau overlying bedrock. In the late first century BCE, the Nabataeans built a temple dedicated to the deified king Obodas at the western end of the upper plateau, and a town was established on the eastern and southern parts of the site. Hundreds of caves were hewn into the western slope of the site, which was apparently a necropolis in pre-Christian times.
The man-made caves of ‘Avedat first attracted study in the twentieth century, beginning with Musil in 1902 (1907:127–151, Figs. 65, 96–119). The caves and some dipinti were documented by Jaussen, Savignac and Vincent (1904; 1905), who were the first to suggest that they had been re-used for habitation. In 1914, Woolley visited the site and proposed that the caves initially served as Nabataean tombs, followed by a phase of re-use as dwellings in the Byzantine period (Woolley and Lawrence 1914–1915:99–100).
In a structure at the end of the main street of the residential Roman/Byzantine Quarter, the western half of a room was excavated (Plan 1; 2.5 × 5.0 m) to facilitate the reconstruction of its western wall (W1); its exterior had been warped by earthquake damage that occurred in the early seventh century CE (Fig. 2; see Negev 1997:2, Fig. 1). The walls survived to an impressive height: the western wall (W1) stood 10 courses high (2.3 m), the northern wall (W2), 14 courses (2.3 m), and the southern wall (W3), 15 courses (2.8 m). In the southern part of W1 was a space that originally accommodated an arch springer, and in the northern part of the wall was the stone construction of a second springer and a pilaster (Fig. 3). The walls apparently supported an upper floor. Inside the room, in the upper layer of the excavation trench, where stone ceiling slabs and arch stones were uncovered, was evidence of heavy earthquake collapse. A scant number of poorly preserved bronze coins from this layer (L102, B18) were found; they could not be identified but their size indicates that they may be sixth-century CE nummi (Donald T. Ariel, pers. comm.).
The excavation here revealed an open courtyard and a room situated along the northern exterior of a large structure east of the winepress excavated by Tahal (1995:113–114, Fig. 130) and south of the main entrance of the citadel on the acropolis. The building is part of the Roman/Byzantine Quarter and at least two revetment walls were built against the long part of its northern wall (W5) and its eastern corner (Negev 1997:5, Photograph 7). The revetment walls confirm that like the structure in Area A, repairs and additions to the building were carried out in the early fifth century CE. The exterior courtyard (Room 2) was built against the northern wall, between the northern revetment (W5) and a small room (Room 1) discovered in a collapsed state further west, near the northwestern corner of the structure.
Area D was excavated on the southern slope of the acropolis, c. 15 m north of the modern access road. Evidence of massive earthquake debris was revealed, similar to that discovered on the western and northern slopes of the acropolis, where bedrock shelves above the front rooms of man-made caves had collapsed (Fig. 16). Facing south and founded on bedrock, the dipinti Wall (8.7 m long, 0.77 m wide; Plan 3; Fig. 17) stands to its full height (2.92 m high) in front of rooms hewn into bedrock on the southern slope below the acropolis. A probe 0.7 m wide was excavated along the exterior of the dipinti Wall, in an area covered with heavy collapsed debris from the bedrock shelf of the terrace above the cave (Plan 3; Fig. 18). The opening into the cave, in the middle of the wall, is 1.7 m high and 0.75 m wide; its threshold is 0.2 m above bedrock. The lower part of the entryway was found blocked with building stones to a height of 0.38 m (Fig. 19), apparently in the late Byzantine period, to prevent animals and debris from entering the cave. A niche (0.35 m wide, 0.38 m high, 0.15 m deep) in the wall, east of the doorway (Fig. 20), appears to have originally been a window that was blocked on the eastern side of the back of the dipinti Wall when it was reinforced, possibly following damage by the earthquake in the early fifth century CE (see Erickson-Gini 2010:90–94). The later reinforcement of the interior wall incorporated limestone blocks, whereas the original wall had been constructed from a harder type of limestone. The average size of the hard stones used for the exterior face of the wall is 0.42 × 0.25 × 0.14 m. Four ‘slit’ windows are located near the top of the wall and the doorway (Fig. 21). The red-painted figure of a bearded man appears above the right corner of the niche and to the right of one of the slit windows (Figs. 22, 23) is probably a depiction of St. Theodore, a soldier saint for whom a cult was founded in the ‘Avedat South Church (Bucking 2017; Bucking and Erickson-Gini 2020:29). Red-painted dipinti, primarily in the form of crosses and crosses within circles, appear on the lintel and on either side of the doorway (Figs. 24–26). A red-painted figure, possibly of a man wearing a tunic and holding a sword, is to the left of the entrance (Fig. 27), together with representations of what may be a wagon (Fig. 28), a ship (Fig. 29) and a fringed object (Fig. 30).
The 2012 excavations at ‘Avedat revealed important evidence regarding the effects of earthquakes on the Byzantine-period occupation in Areas A and B and the use of a cave on the southern slope of the site by a monastic community in Area D. The author previously uncovered evidence of a destructive seismic event at the site that occurred in the early fifth century CE in the Roman/Byzantine Quarter, directly outside the middle Byzantine town wall east of the acropolis (Erickson-Gini 2010:90–95). Substantiation of this particular event may be inferred by the construction of heavy revetment walls along the southern side of the temenos, i.e., the western part of the acropolis, as well as the construction of smaller revetments against private houses such as that of Area B. However, the excavations appear to provide the first definitive testimony of earthquake damage and subsequent rebuilding in a stratigraphical context. ‘Avedat met its final devastation at the end of the late Byzantine period, postdating the latest epitaph found in the South Church (617 CE), dating to the first half of the seventh century CE.
At Oboda (Eboda/Abde/Avdat) the Colt Expedition excavated an isolated ‘villa’ located south of the town, but they never published their results. The plans and a description of this structure were later published by Negev, who dated it (on the basis of architectural features) to the second and third centuries CE (Negev 1997: 73-79). The Colt Expedition also excavated and published a structure located between the South Church and the Byzantine Citadel, described as a “Hellenistic building” (Colt 1962: 45-47, Pl.LXVIII, Negev 1997: 24-25). P.L.O. Guy reported that the expedition carried out some preliminary work on the bathhouse that was left unfinished (Guy 1938: 13).
The site of Oboda is situated on a plateau overlooking Nahal Zin a few kilometers south of the springs of ‘En Avdat and ‘En Aqev. It is located several kilometers south of the communities of Kibbutz Sede Boqer and Midreshet Ben Gurion on the modern Mizpe Ramon highway leading to Eilat.
Between March and December 1999, the army camp situated north-east of the acropolis was excavated by P. Fabian and the writer on behalf of the Israel Antiquities Authority as part of a project initiated by the Ministry of Labor and Welfare and in order to facilitate further development of the site for tourism (Fig.1.70).1
1 The numismatic finds were examined by H. Sokolov of the IAA. These
and other finds were cleaned by the laboratories of the IAA under the
direction of E. Altmark. The ceramic and small finds were drawn by A.
Dudin and plans and sections of the excavation were drawn by V. Essman
and S. Persky. C. Amit and T. Segiv photographed the excavation and the
finds. The ceramic finds were sorted by the writer.
2 An alternative interpretation of the excavation and the date of the
construction and occupation of the camp may be found in Fabian's
unpublished doctoral dissertation (2005)
In addition to the army camp, an area near the north tower situated east of the acropolis and the town wall was excavated by the writer on behalf of the Israel Antiquities Authority as a continuation of the work project sponsored by the Ministry of Labor and Welfare. A few years earlier, in 1994, a series of probes were carried out along the town wall north of the tower by P. Fabian on behalf of the Israel Antiquities Authority, the results of which are Figure 1.76a. Oboda Late Roman / Early Byzantine Quarter, Phase 2 building facing West, early third c. CE Figure 1.76c. Oboda Late Roman / Early Byzantine Quarter, Room 6, Pantry with in situ pottery as yet unpublished. My excavation joined up with one of these probes, located east of the town wall next to the north tower. My new excavation covered an area of approximately 4 dunams (one acre) revealing a series of dwellings with over thirty rooms (Fig. 1.72).1
1 The numismatic finds were examined by H. Sokolov of the IAA. The coins and other metal finds were cleaned by the laboratories of the IAA under the direction of E. Altmark. Plans of the site were drawn by V. Essman and S. Persky. The glass finds from the excavation were examined and are being published by Y. Gorin-Rosen. The ceramic and small finds were drawn by A. Dudin and pottery reconstruction was carried out by S. Lavi. The faunal material from Room 6 is being examined by R. Kahatti. Photographs of the excavation and the finds were produced by C. Amit and T. Segiv. N.S. Paran and L. Shilov assisted in directing the excavation and sorting the finds.
On May 19th, 363 CE, a massive earthquake struck the East, causing great damage to cities and towns along the Syrian-African rift and as far away as the Mediterranean coast. Compared to other earthquakes in ancient times, this particular event was well documented in historical sources and in the archaeological record. In situ evidence from this event has been found in several sites in our region, at Petra and in the Negev sites at Mampsis, ‘En Hazeva and Oboda. This earthquake, whose epicenter was probably located in the northern Arava valley, did not destroy whole sites but caused considerable damage and subsequent reconstruction that can be identified in the archaeological record (Mazor and Korjenkov 2001: 130, 133).
In the examination of the historical sources concerning the third and fourth centuries it is obvious that although general information concerning developments in the East exists, very little of this information pertains to the history of the central Negev. In the face of this dearth of historical data, archaeological findings provide details with which to trace the development of the region in a crucial phase of its history. The following are the results of an examination of the archaeological evidence and the implications of this evidence as it pertains to the accelerated growth in settlement and agriculture that took place in the fourth century CE.
In 1999–2000 an area located east of the Byzantine town wall and the north tower at Oboda was excavated on behalf of the Israel Antiquities Authority. The excavation was directed by T. Erickson-Gini. It revealed a residential quarter with a series of dwellings covering an area of approximately 0.25 a.
Three definitive architectural phases were revealed in the residential quarter. To the first phase belong three rooms of an early structure (rooms 24, 27–28, 44) located on the eastern edge of the area and dated to the first century CE, possibly a Nabatean caravansary or residential structure. Some of the stones used in this structure were very large and the building appears to have covered an area of at least 40 sq m, including a large central courtyard.
The 1999–2000 excavation of the residential quarter has provided a wealth of information about the site in the Early Roman through early Byzantine periods, during which the site appears to have been occupied continuously. In addition, the excavations revealed information concerning the important transitional phase in its history, when its inhabitants were forced to abandon their principal means of livelihood with the cessation of international trade through the region in the third century CE. The succeeding period in the fourth century CE witnessed the rapid expansion of agricultural production and inter-regional trade of agricultural products, particularly wine, in the wake of the large-scale Late Roman military build-up in the eastern provinces. At Oboda this military build-up may be reflected in the erecting of the southern and possibly northern tower around 293/4 CE, as well as the construction of the large military camp located northeast of the acropolis. (This camp was excavated extensively in 1999–2000 on behalf of the Israel Antiquities Authority.)
The destruction of the town by a massive earthquake sometime in the early 7th century CE was one piece of a puzzle not mentioned by Negev. The earthquake certainly occurred after the latest inscription found at the site in the Martyrion of St. Theodore (South Church) in 617 CE (Negev 1981: 37). Direct evidence of the destruction and abandonment of the site was uncovered by Fabian, with massive destruction evident throughout the site, and particularly along the western face of the site with its extensive caves and buildings (Korjenkov et al., 1996). Mezad Yeruham, several kms further south, was apparently destroyed at the same time (Y. Baumgarten, personal communication), while the earthquake left a trail of damage at numerous sites. This is indicated by the early seventh-century construction of revetment walls around churches and private houses at Sobota (Shivta), Sa'adon, Rehovot in-the-Negev, and Nessana. Compared to other Nabataean sites in the Negev Highlands that indicate a continued occupation through the late Byzantine period well into the early Islamic period in the 9th c., Oboda was devoid of settlement in the early Islamic period. In place of a central town, such as Sobota (Shivta), Rehovot in-the-Negev, or Nessana, a significant number of early Islamic farming villages — many with open-air mosque — were found in close proximity to Oboda.Later excavations, however, uncovered evidence
for substantial human activityin the caves on the slope
during the Early Islamic period, c. AD 650–900(Bucking et al., 2022:1). Investigations focused on the
2ha residential sector, which comprises hundreds of rock-hewn dwellings built in terraces along the northern, southern and western slopes immediately below this necropolis (Shereshevski 1991: 38–42; see Figure 2).Site chronology was established using radiocarbon dating along with ceramics. These results were described as follows:
Radiocarbon results were surprising: while a sample of straw extracted from mortar in the dipinti-intensive cave vestibule wall yielded dates within the expected Byzantine range, nine samples from the organic, dung-enriched south-western section were of Umayyad–Abbasid date, ranging from 1190–1320±30 BP/AD 650–890 (Figure 4) (Bucking & Erickson-Gini 2020). Three newly obtained dates from the northern and western sections yielded Abbasid dates (Figure 5): two from a substantial organic layer in the northern section, and one in the western section, where Abbasid Mefjer/Buff Ware (Cytryn-Silverman 2010) further corroborated this result (Figure 6). The emerging extended chronology enriches ongoing debate surrounding the fate of Negev Highland settlement in the Early Islamic period, especially that regarding continuities and discontinuities of site use between the Byzantine, Umayyad and Abbasid periods (e.g. Magness 2003; Avni 2008; Butler et al. 2020).Erickson-Gini (2022) found evidence for what they surmised was the 7th century CE earthquake in a cave on the southern slope of the acropolis (Area D) and in some buildings in the Roman-Byzantine Quarter (Areas A and B). In the cave, a bedrock shelf collapsed leaving
massive earthquake debrisand in the Roman-Byzantine Quarter, Erickson-Gini (2022) encountered evidence of collapsed, folded and/or displaced walls, collapsed ceilings, broken and fallen pottery, and fallen arches including one arch springer that appears slightly rotated. Erickson-Gini (2022) dated the destruction based on ceramics and although they were able to establish a fairly secure Late Byzantine terminus post quem, the terminus ante quem was not well established - presumably due to a lack of overlying occupational layers.
In 2012, salvage excavations were carried out in three areas in ‘Avedat National Park (Fig. 1), near and within the acropolis (Areas A, B; map ref. 178250/522720) and at the foot of the site’s western slope (Area D; map ref. 178188/522584).1 The excavations were initiated to facilitate restoration work (Area A) and following damage to the site when electric lines were dug to provide lighting for the acropolis (Area B).
The ancient town of ‘Avedat (Greek: Oboda; Arabic: Abdeh), located along the Petra–Gaza road (popularly referred to as the ‘Incense Route’), shows evidence of seasonal occupation by the Nabataeans in the third–second centuries BCE, with extensive remains on the upper plateau overlying bedrock. In the late first century BCE, the Nabataeans built a temple dedicated to the deified king Obodas at the western end of the upper plateau, and a town was established on the eastern and southern parts of the site. Hundreds of caves were hewn into the western slope of the site, which was apparently a necropolis in pre-Christian times.
The man-made caves of ‘Avedat first attracted study in the twentieth century, beginning with Musil in 1902 (1907:127–151, Figs. 65, 96–119). The caves and some dipinti were documented by Jaussen, Savignac and Vincent (1904; 1905), who were the first to suggest that they had been re-used for habitation. In 1914, Woolley visited the site and proposed that the caves initially served as Nabataean tombs, followed by a phase of re-use as dwellings in the Byzantine period (Woolley and Lawrence 1914–1915:99–100).
In a structure at the end of the main street of the residential Roman/Byzantine Quarter, the western half of a room was excavated (Plan 1; 2.5 × 5.0 m) to facilitate the reconstruction of its western wall (W1); its exterior had been warped by earthquake damage that occurred in the early seventh century CE (Fig. 2; see Negev 1997:2, Fig. 1). The walls survived to an impressive height: the western wall (W1) stood 10 courses high (2.3 m), the northern wall (W2), 14 courses (2.3 m), and the southern wall (W3), 15 courses (2.8 m). In the southern part of W1 was a space that originally accommodated an arch springer, and in the northern part of the wall was the stone construction of a second springer and a pilaster (Fig. 3). The walls apparently supported an upper floor. Inside the room, in the upper layer of the excavation trench, where stone ceiling slabs and arch stones were uncovered, was evidence of heavy earthquake collapse. A scant number of poorly preserved bronze coins from this layer (L102, B18) were found; they could not be identified but their size indicates that they may be sixth-century CE nummi (Donald T. Ariel, pers. comm.).
The excavation here revealed an open courtyard and a room situated along the northern exterior of a large structure east of the winepress excavated by Tahal (1995:113–114, Fig. 130) and south of the main entrance of the citadel on the acropolis. The building is part of the Roman/Byzantine Quarter and at least two revetment walls were built against the long part of its northern wall (W5) and its eastern corner (Negev 1997:5, Photograph 7). The revetment walls confirm that like the structure in Area A, repairs and additions to the building were carried out in the early fifth century CE. The exterior courtyard (Room 2) was built against the northern wall, between the northern revetment (W5) and a small room (Room 1) discovered in a collapsed state further west, near the northwestern corner of the structure.
Area D was excavated on the southern slope of the acropolis, c. 15 m north of the modern access road. Evidence of massive earthquake debris was revealed, similar to that discovered on the western and northern slopes of the acropolis, where bedrock shelves above the front rooms of man-made caves had collapsed (Fig. 16). Facing south and founded on bedrock, the dipinti Wall (8.7 m long, 0.77 m wide; Plan 3; Fig. 17) stands to its full height (2.92 m high) in front of rooms hewn into bedrock on the southern slope below the acropolis. A probe 0.7 m wide was excavated along the exterior of the dipinti Wall, in an area covered with heavy collapsed debris from the bedrock shelf of the terrace above the cave (Plan 3; Fig. 18). The opening into the cave, in the middle of the wall, is 1.7 m high and 0.75 m wide; its threshold is 0.2 m above bedrock. The lower part of the entryway was found blocked with building stones to a height of 0.38 m (Fig. 19), apparently in the late Byzantine period, to prevent animals and debris from entering the cave. A niche (0.35 m wide, 0.38 m high, 0.15 m deep) in the wall, east of the doorway (Fig. 20), appears to have originally been a window that was blocked on the eastern side of the back of the dipinti Wall when it was reinforced, possibly following damage by the earthquake in the early fifth century CE (see Erickson-Gini 2010:90–94). The later reinforcement of the interior wall incorporated limestone blocks, whereas the original wall had been constructed from a harder type of limestone. The average size of the hard stones used for the exterior face of the wall is 0.42 × 0.25 × 0.14 m. Four ‘slit’ windows are located near the top of the wall and the doorway (Fig. 21). The red-painted figure of a bearded man appears above the right corner of the niche and to the right of one of the slit windows (Figs. 22, 23) is probably a depiction of St. Theodore, a soldier saint for whom a cult was founded in the ‘Avedat South Church (Bucking 2017; Bucking and Erickson-Gini 2020:29). Red-painted dipinti, primarily in the form of crosses and crosses within circles, appear on the lintel and on either side of the doorway (Figs. 24–26). A red-painted figure, possibly of a man wearing a tunic and holding a sword, is to the left of the entrance (Fig. 27), together with representations of what may be a wagon (Fig. 28), a ship (Fig. 29) and a fringed object (Fig. 30).
The 2012 excavations at ‘Avedat revealed important evidence regarding the effects of earthquakes on the Byzantine-period occupation in Areas A and B and the use of a cave on the southern slope of the site by a monastic community in Area D. The author previously uncovered evidence of a destructive seismic event at the site that occurred in the early fifth century CE in the Roman/Byzantine Quarter, directly outside the middle Byzantine town wall east of the acropolis (Erickson-Gini 2010:90–95). Substantiation of this particular event may be inferred by the construction of heavy revetment walls along the southern side of the temenos, i.e., the western part of the acropolis, as well as the construction of smaller revetments against private houses such as that of Area B. However, the excavations appear to provide the first definitive testimony of earthquake damage and subsequent rebuilding in a stratigraphical context. ‘Avedat met its final devastation at the end of the late Byzantine period, postdating the latest epitaph found in the South Church (617 CE), dating to the first half of the seventh century CE.
At Oboda (Eboda/Abde/Avdat) the Colt Expedition excavated an isolated ‘villa’ located south of the town, but they never published their results. The plans and a description of this structure were later published by Negev, who dated it (on the basis of architectural features) to the second and third centuries CE (Negev 1997: 73-79). The Colt Expedition also excavated and published a structure located between the South Church and the Byzantine Citadel, described as a “Hellenistic building” (Colt 1962: 45-47, Pl.LXVIII, Negev 1997: 24-25). P.L.O. Guy reported that the expedition carried out some preliminary work on the bathhouse that was left unfinished (Guy 1938: 13).
The site of Oboda is situated on a plateau overlooking Nahal Zin a few kilometers south of the springs of ‘En Avdat and ‘En Aqev. It is located several kilometers south of the communities of Kibbutz Sede Boqer and Midreshet Ben Gurion on the modern Mizpe Ramon highway leading to Eilat.
Between March and December 1999, the army camp situated north-east of the acropolis was excavated by P. Fabian and the writer on behalf of the Israel Antiquities Authority as part of a project initiated by the Ministry of Labor and Welfare and in order to facilitate further development of the site for tourism (Fig.1.70).1
1 The numismatic finds were examined by H. Sokolov of the IAA. These
and other finds were cleaned by the laboratories of the IAA under the
direction of E. Altmark. The ceramic and small finds were drawn by A.
Dudin and plans and sections of the excavation were drawn by V. Essman
and S. Persky. C. Amit and T. Segiv photographed the excavation and the
finds. The ceramic finds were sorted by the writer.
2 An alternative interpretation of the excavation and the date of the
construction and occupation of the camp may be found in Fabian's
unpublished doctoral dissertation (2005)
In addition to the army camp, an area near the north tower situated east of the acropolis and the town wall was excavated by the writer on behalf of the Israel Antiquities Authority as a continuation of the work project sponsored by the Ministry of Labor and Welfare. A few years earlier, in 1994, a series of probes were carried out along the town wall north of the tower by P. Fabian on behalf of the Israel Antiquities Authority, the results of which are Figure 1.76a. Oboda Late Roman / Early Byzantine Quarter, Phase 2 building facing West, early third c. CE Figure 1.76c. Oboda Late Roman / Early Byzantine Quarter, Room 6, Pantry with in situ pottery as yet unpublished. My excavation joined up with one of these probes, located east of the town wall next to the north tower. My new excavation covered an area of approximately 4 dunams (one acre) revealing a series of dwellings with over thirty rooms (Fig. 1.72).1
1 The numismatic finds were examined by H. Sokolov of the IAA. The coins and other metal finds were cleaned by the laboratories of the IAA under the direction of E. Altmark. Plans of the site were drawn by V. Essman and S. Persky. The glass finds from the excavation were examined and are being published by Y. Gorin-Rosen. The ceramic and small finds were drawn by A. Dudin and pottery reconstruction was carried out by S. Lavi. The faunal material from Room 6 is being examined by R. Kahatti. Photographs of the excavation and the finds were produced by C. Amit and T. Segiv. N.S. Paran and L. Shilov assisted in directing the excavation and sorting the finds.
On May 19th, 363 CE, a massive earthquake struck the East, causing great damage to cities and towns along the Syrian-African rift and as far away as the Mediterranean coast. Compared to other earthquakes in ancient times, this particular event was well documented in historical sources and in the archaeological record. In situ evidence from this event has been found in several sites in our region, at Petra and in the Negev sites at Mampsis, ‘En Hazeva and Oboda. This earthquake, whose epicenter was probably located in the northern Arava valley, did not destroy whole sites but caused considerable damage and subsequent reconstruction that can be identified in the archaeological record (Mazor and Korjenkov 2001: 130, 133).
In the examination of the historical sources concerning the third and fourth centuries it is obvious that although general information concerning developments in the East exists, very little of this information pertains to the history of the central Negev. In the face of this dearth of historical data, archaeological findings provide details with which to trace the development of the region in a crucial phase of its history. The following are the results of an examination of the archaeological evidence and the implications of this evidence as it pertains to the accelerated growth in settlement and agriculture that took place in the fourth century CE.
Effect | Location | Image(s) | Comments |
---|---|---|---|
Collapsed Vaults | Caves in the slopes adjacent to the Avdat Acropolis
Figure 4
Location of the caves in the northern part of Avdat, looking east Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022)
Figure 5
Location of the caves in the southern part of Avdat Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022) |
|
|
Collapsed Walls | Caves in the slopes adjacent to the Avdat Acropolis
Figure 4
Location of the caves in the northern part of Avdat, looking east Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022)
Figure 5
Location of the caves in the southern part of Avdat Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022) |
|
|
Collapsed Walls | Room 7 of Late Roman/Early Byzantine quarter
Late Roman/early Byzantine quarter occupational phases and rooms
Stern et al (2008)
Fig. 1.77
Oboda Late Roman / Early Byzantine Quarter, 1999-2000 excavations Erickson-Gini (2010) |
|
|
Displaced walls surmised from blocked doorways (the blockage shoring up weakened walls) | Rooms 4, 7?, 17 of Late Roman/Early Byzantine quarter
Late Roman/early Byzantine quarter occupational phases and rooms
Stern et al (2008)
Fig. 1.77
Oboda Late Roman / Early Byzantine Quarter, 1999-2000 excavations Erickson-Gini (2010) |
|
|
Collapsed Arch | Room 4 of Late Roman/Early Byzantine quarter
Late Roman/early Byzantine quarter occupational phases and rooms
Stern et al (2008)
Fig. 1.77
Oboda Late Roman / Early Byzantine Quarter, 1999-2000 excavations Erickson-Gini (2010) |
Fig. 1.78a
Fallen arch under the floor of Room 4, Phase 3, sublevel, 363 CE Erickson-Gini (2010) |
|
Effect | Event "Previous" or 7th century |
Location | Image(s) | Comments |
---|---|---|---|---|
TREND DISCORDANCE OF FIRST LOWER ROWS OF MASONRY WITH UPPER WALL FRAGMENTS, AND TREND DEVIATION FROM PERPENDICULAR OF WALLS JOINING EACH OTHER | "Previous" | Room 10 of Court in South Quarter
Figure 3
Detailed plan of one court in the South Quarter (after Fabian, 1997, with modifications). Area of the court is shaded in Figure 2.
Korjenkov and Mazor (1999) |
5
Figure 5
Counterclockwise rotation of whole western wall of room No. 10 of the court (see Figure 4). Its former position - preserved fundamental row - is shown by pointers. Korjenkov and Mazor (1999) |
Strange discordance of trends of first lower rows of masonry (usually one or two rows) and upper wall fragments is visible in some parts of Avdat. For example, there is counterclockwise rotation of the whole NW wall of room No. 10 of the court (see, Figure 3). Horizontal displacement was 45 cm. During rotation around the vertical axis the NW wall was not collapsed and townsmen, who settled there after the 363 A.D. shock, used the rotated wall for rebuilding (Fabian 1996, 1997). The original trend of the wall was 50°, preserved first and second lower rows testify about that building (Figure 5). Modern trend azimuth of rotated wall is 41°.- Korjenkov and Mazor (1999) |
SHIFTING OF UPPER PRESERVED FRAGMENTS OF WALLS AS COMPARED WITH LOWER ROWS OF STONES | "Previous" | Room 8 of Court in South Quarter
Figure 3
Detailed plan of one court in the South Quarter (after Fabian, 1997, with modifications). Area of the court is shaded in Figure 2.
Korjenkov and Mazor (1999) |
6
Figure 6
Displacement to WNW of wall fragment of room No. 8 of the court (see Figure 3). Its former position is shown by pointers. Korjenkov and Mazor (1999) |
The shift of the building elements without rotation may be used in a similar manner to wall inclination or block collapse. The upper element of a construction is shifted toward or away from an epicenter due to inertia. In the Avdat such a displacement, of 80 cm, can be observed for the upper fragment of the NW wall of room No. 8 of the court (see, Figure 3) in a NW direction (Figure 6). Its former position (trend azimuth is 41°) is marked by one stone row of 20 cm height. The width of the shifted wall fragment is 70 cm, length is 165 cm, height of preserved fragment is 55-60 cm, its trend azimuth is 45°.- Korjenkov and Mazor (1999) |
NONCOINCIDENCE OF LOWER STONE ROWS WITH UPPER BUILDING STRUCTURES | "Previous" | N yard of bath-house | 7a
Figure 7a
Noncoincidence of lower most stone rows and upper fragments of wall in the northern yard of bath-house situated near Avdat hill foot. (a) View to northern yard corner Korjenkov and Mazor (1999) 7b
Figure 7b
Noncoincidence of lower most stone rows and upper fragments of wall in the northern yard of bath-house situated near Avdat hill foot.>br> (b) NW external wall of yard, lower most stone row is continuing to NW "without reason" (field notebook is on it). The bath-house is on the background. Korjenkov and Mazor (1999) |
Additional indirect evidence of possible seismic activity in the studied territory is non-coincidence of lower stone rows with upper building structures. Such patterns occurred when a building was partly destroyed during an earthquake, but ancient people decided not to restore it. They removed still standing preserved fragments of the destroyed building and smoothed out the piles of rubble. They built a new building on the site of the old one. Later, during recent archeological excavations, researchers discovered strange non-coincidence of lower stone rows with upper building structures (Fabian, 1996, 1997).- Korjenkov and Mazor (1999) |
SUPPORT-WALLS | "Previous" | Southern Church
Plan of of Avdat
Used with permission from BibleWalks.com
Figure 3
Avdat Settlement Plan Zion et al (2022) |
8
Figure 8
Support-wall was built for support of eastern corner of Southern Church. Korjenkov and Mazor (1999) |
Indirect evidence of more old shocks are special support-walls which were built solely for this purpose. One such wall was built to support the eastern corner of the Southern Church (P. Fabian, 1994, personal communication). The wall which needed support had an ENE trend (Figure 8). One more support-wall was built to support the external wall (with NE strike) of the South Quarter of the town, opposite the eastern corner of the Fort, later it was dismantled by archeologists during excavation (P. Fabian, personal communication, 1996). This building of supporting walls for city walls of the same trend is not isolated. Apparently, during the Roman earthquake these city walls were slightly tilted, but they were not collapsed. Ancient people built those support-walls specifically to prevent them from possible future collapse (Fabian, 1996, 1997).- Korjenkov and Mazor (1999) |
CAVE DESTRUCTIONS | "Previous" | Caves
Figure 4
Location of the caves in the northern part of Avdat, looking east Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022)
Figure 5
Location of the caves in the southern part of Avdat Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022) |
As stated above, on the slope of Avdat hill there are many caves which were inhabited for living during Nabatean—Byzantine times. However, below the caves there are huge piles of rubble, which consist of debris from Avdat hill's rocks and from remains of domestic objects (pieces of Nabatean earthenware vessels, for example - T. Gini, personal communication, 1996). This fact also indicates a possible earthquake in 363 A.D. during which the collapse of inhabited caves took place. After that event ancient people cleaned out the caves and used them for living in for the second time. However, some of the caves were not cleaned after the 363 A.D. shock.- Korjenkov and Mazor (1999) |
Effect | Event "Previous" or 7th century |
Location | Image(s) | Comments |
---|---|---|---|---|
JOINTS AS AN INDICATION OF THE SEISMIC NATURE OF THE DESTRUCTIONS | 7th century | WSW external wall of the Northern Church
Plan of of Avdat
Used with permission from BibleWalks.com
Figure 3
Avdat Settlement Plan Zion et al (2022) |
4
Figure 4
Joints in western end of NNW wall of Northern Church (trend azimuth of a wall 151°). One joint on left corner crosses two blocks. Width of opening is to 1.5 cm. Trend azimuth of joint in upper block is 57-70°, in lower one is 35°. Korjenkov and Mazor (1999) |
Joints are mode 1 (dilatation) fractures developed as a result of extension (Engelder and Fisher. 1996). Joints confined to stone breaks often appear in old buildings. Interpretation of such joints is somewhat ambiguous: they could be erected tectonically, they could also be the result of weathering, i.e., repeated heating and cooling events. In contrast, joints passing through two or more adjacent blocks (through-going joints) could be formed only under high strains. Such joints require the application of tremendous amounts of energy to overcome the stress shadows, appearing along free surfaces at the block margins (Fisher et al., 1995: Engelder, and Fisher, 1996; Becker and Gross, 1996) and therefore cannot be related to the weathering process.- Korjenkov and Mazor (1999) |
INCLINATION OF BUILDING AND CONSTRUCTION ELEMENTS | mostly 7th century ? | various locations | 9
Figure 9
Example of inclination and collapse of walls of the Byzantine Avdat, inclination of the lower part of a courtyard wall and collapse of the upper part, both in the same direction. Korjenkov and Mazor (1999) 10
Figure 10
Angle of inclination of walls versus wall trends, Avdat ruins. Walls trending 40-60° have no preferential direction of inclination. In contrast, walls trending 130-140° are systematically inclined to the south. Korjenkov and Mazor (1999) |
As in strong earthquakes throughout the world, a large number of structural elements were found to be preferentially inclined (Richter, 1958; Cloud and Scott, 1969; Bolt, 1978; Polyakov, 1978; Omuraliev et al., 1993a and others). A similar destruction was found in the ancient city of Avdat: forty one cases of preferentially inclined walls (Figures 9 and 10) and inclination of single stones within walls can be seen there. As seen in Figure 5, walls trending SE 130°-140° are systematically inclined to the SW. In contrast walls trending NE 40°-60° are inclined to NW and SE with no preferential direction. This observation seems to indicate that the seismic shock arrived along the NE—SW direction: the walls oriented roughly normal to the seismic wave direction were systematically collapsed or inclined, whereas walls oriented parallel to the seismic waves lost support, were tilted and collapsed randomly.- Korjenkov and Mazor (1999) |
COLLAPSE FEATURES | 7th century ? | Agricultural Fences | 11a
Figure 11a
Ruins of Byzantine agricultural fences remained on the top of Avdat hill. Korjenkov and Mazor (1999) 11b
Figure 11b
Ruins of Byzantine agricultural fences remained near the foot of Avdat hill. Korjenkov and Mazor (1999) 12
Figure 12
Direction of preferred collapse, measured at Avdat, as a function of wall directions. A single group of collapse directions has been observed. Korjenkov and Mazor (1999) 13
Figure 13
Drag because of wall collapse in Avdat (a) model of the drag (b) diagram of drag cases in Avdat archaeological site. Korjenkov and Mazor (1999) |
Numerous ruins of agricultural fences remained on the top (Figure 11(a)) and near the foot of the Avdat hill (Figure 11(b)). The fences trending about EW reveal a clear systematic picture of the collapse: the lower part of the wall is intact (easily seen from its northern side), whereas the upper part of the fences fell southward (see Figure 11). Azimuth of preferred collapsed features are plotted in Figure 12 versus wall trend. One group of walls trending SE 90°-140° reveals collapse toward SW 180°-240°, whereas walls oriented in other directions fell on both sides of the original wall position, they did not show a systematic pattern of the collapse, and so they were not shown on the graph. This observation indicates that the direction of seismic wave propagation was roughly perpendicular to the SE-trending walls.- Korjenkov and Mazor (1999) |
ROTATION OF BUILDING ELEMENTS | 7th century ? | Avdat Tower and wall in the southern quarter
Plan of of Avdat
Used with permission from BibleWalks.com
Figure 3
Avdat Settlement Plan Zion et al (2022) |
13
Figure 13
Drag because of wall collapse in Avdat (a) model of the drag (b) diagram of drag cases in Avdat archaeological site. Korjenkov and Mazor (1999) 14a
Figure 14a
Counterclockwise rotation of whole fragment of the wall in Southern Quarter, Avdat Korjenkov and Mazor (1999) 14b
Figure 14b
Clockwise rotation in SW wall of the Avdat Tower. Korjenkov and Mazor (1999) 15
Figure 15
Rotation of stones and walls in Avdat archaeological site. Korjenkov and Mazor (1999) |
Field study of the epicentral zones of the well-known strong earthquakes revealed that some building constructions or rock fragments were rotated clockwise, whereas others were rotated counterclockwise (Richter, 1958; Cloud and Scott, 1969; Bolt, 1978: Polyakov, 1978; Omuraliev et al., 1993b and others). Horizontal rotation of arch supports, separate blocks in arch supports and walls, or rotation of a large fragment of a wall with tens to hundreds of stones were measured in the ruins of Avdat town. Clockwise and counterclockwise patterns of rotation were observed. Some examples of the rotated elements are shown in Figure 14.- Korjenkov and Mazor (1999) |
|
7th century | Area A
Fig. 1
The excavation areas Erickson-Gini (2022)
Plan 1
Area A Erickson-Gini (2022) |
Fig. 2
Fig. 2
Area A, the warped external western wall (W1), looking southeast. Erickson-Gini (2022) |
In a structure at the end of the main street of the residential Roman/Byzantine Quarter, the western half of a room was excavated (Plan 1; 2.5 × 5.0 m) to facilitate the reconstruction of its western wall (W1); its exterior had been warped by earthquake damage that occurred in the early seventh century CE (Fig. 2; see Negev 1997:2, Fig. 1). The walls survived to an impressive height: the western wall (W1) stood 10 courses high (2.3 m), the northern wall (W2), 14 courses (2.3 m), and the southern wall (W3), 15 courses (2.8 m). ... The walls apparently supported an upper floor. Inside the room, in the upper layer of the excavation trench, where stone ceiling slabs and arch stones were uncovered, was evidence of heavy earthquake collapse.- Erickson-Gini (2022) |
|
7th century | Area B Room 1
Fig. 1
The excavation areas Erickson-Gini (2022)
Plan 2
Area B, plan and sections Erickson-Gini (2022) |
Fig. 8
Area B, collapsed arches and ceiling slabs in Room 1, looking west. Erickson-Gini (2022)
Fig. 9
Area B, signs of rotation in the arch springer along W1 in Room 1. Erickson-Gini (2022) |
Collapsed arches and ceiling slabs were discovered throughout the room [1] (L1/00; Fig. 8) and the arch springer in W1 appears to have rotated slightly due to an earthquake (Fig. 9; Plan 2: Section 1–1).- Erickson-Gini (2022) |
|
7th century | Area B Room 2
Fig. 1
The excavation areas Erickson-Gini (2022)
Plan 2
Area B, plan and sections Erickson-Gini (2022) |
Fig. 15
Area B, remains of pantry in L2/01, looking southeast. Erickson-Gini (2022) |
In the southeastern corner of the courtyard (L2/01), the collapsed remains of a small pantry room (Fig. 15) were uncovered, containing several broken ceramic vessels, mainly cooking wares, as well as a late form of a Gaza wine jar, parts of a late Byzantine glass bottle and part of a marble paten with faded decoration (see below). A collapsed baking oven (L4/00, L4/01; c. 1.5 × 2.0 m), revealed in the northwestern corner of the courtyard, opposite the stairs, and its roof, appear to have been supported by a small limestone arch discovered in a collapsed state. The oven was built into the corner of the courtyard and may have had an opening in the oven’s southern end. It is similar in plan to an oven of the early Byzantine period in Room 38 of the Roman/Byzantine Quarter (Erickson-Gini 2010:94). A nearly complete imported semi-fine-ware bowl was uncovered above the collapsed oven, and a large bagshaped storage jar lacking its rim was found sunk into the floor south of the oven. The presence of the oven and storage jars sunk into the earthen floor of the courtyard indicate that the room served as a bakery where grain was stored for grinding.- Erickson-Gini (2022) |
|
7th century | Dipinti Cave in Area D
Fig. 1
The excavation areas Erickson-Gini (2022)
Plan 3
Area D, plan of the Dipinti Cave. Erickson-Gini (2022) |
Fig. 16
Area D, collapsed bedrock shelf fronting the cave above the Dipinti Cave, looking north. Erickson-Gini (2022)
Fig. 18
Area D, eastern extension of probe in front of Dipinti Wall, looking east toward W2. Erickson-Gini (2022) |
Area D was excavated on the southern slope of the acropolis, c. 15 m north of the modern access road. Evidence of massive earthquake debris was revealed, similar to that discovered on the western and northern slopes of the acropolis, where bedrock shelves above the front rooms of man-made caves had collapsed (Fig. 16). ... A probe 0.7 m wide was excavated along the exterior of the dipinti Wall, in an area covered with heavy collapsed debris from the bedrock shelf of the terrace above the cave (Plan 3; Fig. 18).- Erickson-Gini (2022) |
In surveys conducted in 1994 and 1996,
Korjenkov and Mazor (1999) examined hundreds of deformation features and selected 41 measurements of wall inclinations,
26 of wall collapse, 17 of block rotations, and 96 cases of through-going fractures, where [they] were certain of the non-static origin of dislocations.
They divided the features of seismic destruction
into 2 groups based on diagnostic use.
Effect | Event "Previous" or 7th century |
Location | Image(s) | Comments |
---|---|---|---|---|
JOINTS AS AN INDICATION OF THE SEISMIC NATURE OF THE DESTRUCTIONS | 7th century | Northern Church | 4
Figure 4
Joints in western end of NNW wall of Northern Church (trend azimuth of a wall 151°). One joint on left corner crosses two blocks. Width of opening is to 1.5 cm. Trend azimuth of joint in upper block is 57-70°, in lower one is 35°. Korjenkov and Mazor (1999) |
Joints are mode 1 (dilatation) fractures developed as a result of extension (Engelder and Fisher. 1996). Joints confined to stone breaks often appear in old buildings. Interpretation of such joints is somewhat ambiguous: they could be erected tectonically, they could also be the result of weathering, i.e., repeated heating and cooling events. In contrast, joints passing through two or more adjacent blocks (through-going joints) could be formed only under high strains. Such joints require the application of tremendous amounts of energy to overcome the stress shadows, appearing along free surfaces at the block margins (Fisher et al., 1995: Engelder, and Fisher, 1996; Becker and Gross, 1996) and therefore cannot be related to the weathering process. |
TREND DISCORDANCE OF FIRST LOWER ROWS OF MASONRY WITH UPPER WALL FRAGMENTS, AND TREND DEVIATION FROM PERPENDICULAR OF WALLS JOINING EACH OTHER | "Previous" | Room 10 of Court in South Quarter | 3
Figure 3
Detailed plan of one court in the South Quarter (after Fabian, 1997, with modifications). Area of the court is shaded in Figure 2.
Korjenkov and Mazor (1999) 5
Figure 5
Counterclockwise rotation of whole western wall of room No. 10 of the court (see Figure 4). Its former position - preserved fundamental row - is shown by pointers. Korjenkov and Mazor (1999) |
Strange discordance of trends of first lower rows of masonry (usually one or two rows) and upper wall fragments is visible in some parts of Avdat. For example, there is counterclockwise rotation of the whole NW wall of room No. 10 of the court (see, Figure 3). Horizontal displacement was 45 cm. During rotation around the vertical axis the NW wall was not collapsed and townsmen, who settled there after the 363 A.D. shock, used the rotated wall for rebuilding (Fabian 1996, 1997). The original trend of the wall was 50°, preserved first and second lower rows testify about that building (Figure 5). Modern trend azimuth of rotated wall is 41°. |
SHIFTING OF UPPER PRESERVED FRAGMENTS OF WALLS AS COMPARED WITH LOWER ROWS OF STONES | "Previous" | Room 8 of Court in South Quarter | 3
Figure 3
Detailed plan of one court in the South Quarter (after Fabian, 1997, with modifications). Area of the court is shaded in Figure 2.
Korjenkov and Mazor (1999) 6
Figure 6
Displacement to WNW of wall fragment of room No. 8 of the court (see Figure 3). Its former position is shown by pointers. Korjenkov and Mazor (1999) |
The shift of the building elements without rotation may be used in a similar manner to wall inclination or block collapse. The upper element of a construction is shifted toward or away from an epicenter due to inertia. In the Avdat such a displacement, of 80 cm, can be observed for the upper fragment of the NW wall of room No. 8 of the court (see, Figure 3) in a NW direction (Figure 6). Its former position (trend azimuth is 41°) is marked by one stone row of 20 cm height. The width of the shifted wall fragment is 70 cm, length is 165 cm, height of preserved fragment is 55-60 cm, its trend azimuth is 45°. |
NONCOINCIDENCE OF LOWER STONE ROWS WITH UPPER BUILDING STRUCTURES | "Previous" | N yard of bath-house | 7a
Figure 7a
Noncoincidence of lower most stone rows and upper fragments of wall in the northern yard of bath-house situated near Avdat hill foot. (a) View to northern yard corner Korjenkov and Mazor (1999) 7b
Figure 7b
Noncoincidence of lower most stone rows and upper fragments of wall in the northern yard of bath-house situated near Avdat hill foot.>br> (b) NW external wall of yard, lower most stone row is continuing to NW "without reason" (field notebook is on it). The bath-house is on the background. Korjenkov and Mazor (1999) |
Additional indirect evidence of possible seismic activity in the studied territory is non-coincidence of lower stone rows with upper building structures. Such patterns occurred when a building was partly destroyed during an earthquake, but ancient people decided not to restore it. They removed still standing preserved fragments of the destroyed building and smoothed out the piles of rubble. They built a new building on the site of the old one. Later, during recent archeological excavations, researchers discovered strange non-coincidence of lower stone rows with upper building structures (Fabian, 1996, 1997). |
SUPPORT-WALLS | "Previous" | Southern Church | 8
Figure 8
Support-wall was built for support of eastern corner of Southern Church. Korjenkov and Mazor (1999) |
Indirect evidence of more old shocks are special support-walls which were built solely for this purpose. One such wall was built to support the eastern corner of the Southern Church (P. Fabian, 1994, personal communication). The wall which needed support had an ENE trend (Figure 8). One more support-wall was built to support the external wall (with NE strike) of the South Quarter of the town, opposite the eastern corner of the Fort, later it was dismantled by archeologists during excavation (P. Fabian, personal communication, 1996). This building of supporting walls for city walls of the same trend is not isolated. Apparently, during the Roman earthquake these city walls were slightly tilted, but they were not collapsed. Ancient people built those support-walls specifically to prevent them from possible future collapse (Fabian, 1996, 1997). |
CAVE DESTRUCTIONS | "Previous" | Caves | As stated above, on the slope of Avdat hill there are many caves which were inhabited for living during Nabatean—Byzantine times. However, below the caves there are huge piles of rubble, which consist of debris from Avdat hill's rocks and from remains of domestic objects (pieces of Nabatean earthenware vessels, for example - T. Gini, personal communication, 1996). This fact also indicates a possible earthquake in 363 A.D. during which the collapse of inhabited caves took place. After that event ancient people cleaned out the caves and used them for living in for the second time. However, some of the caves were not cleaned after the 363 A.D. shock. |
|
INCLINATION OF BUILDING AND CONSTRUCTION ELEMENTS | mostly 7th century ? | various locations | 9
Figure 9
Example of inclination and collapse of walls of the Byzantine Avdat, inclination of the lower part of a courtyard wall and collapse of the upper part, both in the same direction. Korjenkov and Mazor (1999) 10
Figure 10
Angle of inclination of walls versus wall trends, Avdat ruins. Walls trending 40-60° have no preferential direction of inclination. In contrast, walls trending 130-140° are systematically inclined to the south. Korjenkov and Mazor (1999) |
As in strong earthquakes throughout the world, a large number of structural elements were found to be preferentially inclined (Richter, 1958; Cloud and Scott, 1969; Bolt, 1978; Polyakov, 1978; Omuraliev et al., 1993a and others). A similar destruction was found in the ancient city of Avdat: forty one cases of preferentially inclined walls (Figures 9 and 10) and inclination of single stones within walls can be seen there. As seen in Figure 5, walls trending SE 130°-140° are systematically inclined to the SW. In contrast walls trending NE 40°-60° are inclined to NW and SE with no preferential direction. This observation seems to indicate that the seismic shock arrived along the NE—SW direction: the walls oriented roughly normal to the seismic wave direction were systematically collapsed or inclined, whereas walls oriented parallel to the seismic waves lost support, were tilted and collapsed randomly. |
COLLAPSE FEATURES | 7th century ? | Agricultural Fences | 11a
Figure 11a
Ruins of Byzantine agricultural fences remained on the top of Avdat hill. Korjenkov and Mazor (1999) 11b
Figure 11b
Ruins of Byzantine agricultural fences remained near the foot of Avdat hill. Korjenkov and Mazor (1999) 12
Figure 12
Direction of preferred collapse, measured at Avdat, as a function of wall directions. A single group of collapse directions has been observed. Korjenkov and Mazor (1999) 13
Figure 13
Drag because of wall collapse in Avdat (a) model of the drag (b) diagram of drag cases in Avdat archaeological site. Korjenkov and Mazor (1999) |
Numerous ruins of agricultural fences remained on the top (Figure 11(a)) and near the foot of the Avdat hill (Figure 11(b)). The fences trending about EW reveal a clear systematic picture of the collapse: the lower part of the wall is intact (easily seen from its northern side), whereas the upper part of the fences fell southward (see Figure 11). Azimuth of preferred collapsed features are plotted in Figure 12 versus wall trend. One group of walls trending SE 90°-140° reveals collapse toward SW 180°-240°, whereas walls oriented in other directions fell on both sides of the original wall position, they did not show a systematic pattern of the collapse, and so they were not shown on the graph. This observation indicates that the direction of seismic wave propagation was roughly perpendicular to the SE-trending walls. |
ROTATION OF BUILDING ELEMENTS | 7th century ? | various locations | 13
Figure 13
Drag because of wall collapse in Avdat (a) model of the drag (b) diagram of drag cases in Avdat archaeological site. Korjenkov and Mazor (1999) 14a
Figure 14a
Counterclockwise rotation of whole fragment of the wall in Southern Quarter, Avdat Korjenkov and Mazor (1999) 14b
Figure 14b
Clockwise rotation in SW wall of the Avdat Tower. Korjenkov and Mazor (1999) 15
Figure 15
Rotation of stones and walls in Avdat archaeological site. Korjenkov and Mazor (1999) |
Field study of the epicentral zones of the well-known strong earthquakes revealed that some building constructions or rock fragments were rotated clockwise, whereas others were rotated counterclockwise (Richter, 1958; Cloud and Scott, 1969; Bolt, 1978: Polyakov, 1978; Omuraliev et al., 1993b and others). Horizontal rotation of arch supports, separate blocks in arch supports and walls, or rotation of a large fragment of a wall with tens to hundreds of stones were measured in the ruins of Avdat town. Clockwise and counterclockwise patterns of rotation were observed. Some examples of the rotated elements are shown in Figure 14. |
Study of the destruction in the Avdat ruins reveals a systematic type of dislocation:
Effect | Location | Image(s) | Comments | Intensity |
---|---|---|---|---|
Collapsed Vaults | Caves in the slopes adjacent to the Avdat Acropolis
Figure 4
Location of the caves in the northern part of Avdat, looking east Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022)
Figure 5
Location of the caves in the southern part of Avdat Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022) |
|
VIII + | |
Collapsed Walls | Caves in the slopes adjacent to the Avdat Acropolis
Figure 4
Location of the caves in the northern part of Avdat, looking east Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022)
Figure 5
Location of the caves in the southern part of Avdat Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022) |
|
VIII+ | |
Collapsed Walls | Room 7 of Late Roman/Early Byzantine quarter
Late Roman/early Byzantine quarter occupational phases and rooms
Stern et al (2008)
Fig. 1.77
Oboda Late Roman / Early Byzantine Quarter, 1999-2000 excavations Erickson-Gini (2010) |
|
VIII+ | |
Displaced walls surmised from blocked doorways (the blockage shoring up weakened walls) | Rooms 4, 7?, 17 of Late Roman/Early Byzantine quarter
Late Roman/early Byzantine quarter occupational phases and rooms
Stern et al (2008)
Fig. 1.77
Oboda Late Roman / Early Byzantine Quarter, 1999-2000 excavations Erickson-Gini (2010) |
|
VII+ | |
Collapsed Arch | Room 4 of Late Roman/Early Byzantine quarter
Late Roman/early Byzantine quarter occupational phases and rooms
Stern et al (2008)
Fig. 1.77
Oboda Late Roman / Early Byzantine Quarter, 1999-2000 excavations Erickson-Gini (2010) |
Fig. 1.78a
Fallen arch under the floor of Room 4, Phase 3, sublevel, 363 CE Erickson-Gini (2010) |
|
VI+ |
Effect | Event "Previous" or 7th century |
Location | Image(s) | Comments | Intensity |
---|---|---|---|---|---|
Displaced Walls - TREND DISCORDANCE OF FIRST LOWER ROWS OF MASONRY WITH UPPER WALL FRAGMENTS, AND TREND DEVIATION FROM PERPENDICULAR OF WALLS JOINING EACH OTHER | "Previous" | Room 10 of Court in South Quarter
Figure 3
Detailed plan of one court in the South Quarter (after Fabian, 1997, with modifications). Area of the court is shaded in Figure 2.
Korjenkov and Mazor (1999) |
5
Figure 5
Counterclockwise rotation of whole western wall of room No. 10 of the court (see Figure 4). Its former position - preserved fundamental row - is shown by pointers. Korjenkov and Mazor (1999) |
Strange discordance of trends of first lower rows of masonry (usually one or two rows) and upper wall fragments is visible in some parts of Avdat. For example, there is counterclockwise rotation of the whole NW wall of room No. 10 of the court (see, Figure 3). Horizontal displacement was 45 cm. During rotation around the vertical axis the NW wall was not collapsed and townsmen, who settled there after the 363 A.D. shock, used the rotated wall for rebuilding (Fabian 1996, 1997). The original trend of the wall was 50°, preserved first and second lower rows testify about that building (Figure 5). Modern trend azimuth of rotated wall is 41°.- Korjenkov and Mazor (1999) |
VII+ |
Displaced walls - SHIFTING OF UPPER PRESERVED FRAGMENTS OF WALLS AS COMPARED WITH LOWER ROWS OF STONES | "Previous" | Room 8 of Court in South Quarter
Figure 3
Detailed plan of one court in the South Quarter (after Fabian, 1997, with modifications). Area of the court is shaded in Figure 2.
Korjenkov and Mazor (1999) |
6
Figure 6
Displacement to WNW of wall fragment of room No. 8 of the court (see Figure 3). Its former position is shown by pointers. Korjenkov and Mazor (1999) |
The shift of the building elements without rotation may be used in a similar manner to wall inclination or block collapse. The upper element of a construction is shifted toward or away from an epicenter due to inertia. In the Avdat such a displacement, of 80 cm, can be observed for the upper fragment of the NW wall of room No. 8 of the court (see, Figure 3) in a NW direction (Figure 6). Its former position (trend azimuth is 41°) is marked by one stone row of 20 cm height. The width of the shifted wall fragment is 70 cm, length is 165 cm, height of preserved fragment is 55-60 cm, its trend azimuth is 45°.- Korjenkov and Mazor (1999) |
VII+ |
Displaced walls - NONCOINCIDENCE OF LOWER STONE ROWS WITH UPPER BUILDING STRUCTURES | "Previous" | N yard of bath-house | 7a
Figure 7a
Noncoincidence of lower most stone rows and upper fragments of wall in the northern yard of bath-house situated near Avdat hill foot. (a) View to northern yard corner Korjenkov and Mazor (1999) 7b
Figure 7b
Noncoincidence of lower most stone rows and upper fragments of wall in the northern yard of bath-house situated near Avdat hill foot.>br> (b) NW external wall of yard, lower most stone row is continuing to NW "without reason" (field notebook is on it). The bath-house is on the background. Korjenkov and Mazor (1999) |
Additional indirect evidence of possible seismic activity in the studied territory is non-coincidence of lower stone rows with upper building structures. Such patterns occurred when a building was partly destroyed during an earthquake, but ancient people decided not to restore it. They removed still standing preserved fragments of the destroyed building and smoothed out the piles of rubble. They built a new building on the site of the old one. Later, during recent archeological excavations, researchers discovered strange non-coincidence of lower stone rows with upper building structures (Fabian, 1996, 1997).- Korjenkov and Mazor (1999) |
VII+ |
Tilted Walls - SUPPORT-WALLS | "Previous" | Southern Church
Plan of of Avdat
Used with permission from BibleWalks.com
Figure 3
Avdat Settlement Plan Zion et al (2022) |
8
Figure 8
Support-wall was built for support of eastern corner of Southern Church. Korjenkov and Mazor (1999) |
Indirect evidence of more old shocks are special support-walls which were built solely for this purpose. One such wall was built to support the eastern corner of the Southern Church (P. Fabian, 1994, personal communication). The wall which needed support had an ENE trend (Figure 8). One more support-wall was built to support the external wall (with NE strike) of the South Quarter of the town, opposite the eastern corner of the Fort, later it was dismantled by archeologists during excavation (P. Fabian, personal communication, 1996). This building of supporting walls for city walls of the same trend is not isolated. Apparently, during the Roman earthquake these city walls were slightly tilted, but they were not collapsed. Ancient people built those support-walls specifically to prevent them from possible future collapse (Fabian, 1996, 1997).- Korjenkov and Mazor (1999) |
VI+ |
Collapsed Walls and Collapsed Vaults - CAVE DESTRUCTIONS | "Previous" | Caves
Figure 4
Location of the caves in the northern part of Avdat, looking east Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022)
Figure 5
Location of the caves in the southern part of Avdat Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022) |
As stated above, on the slope of Avdat hill there are many caves which were inhabited for living during Nabatean—Byzantine times. However, below the caves there are huge piles of rubble, which consist of debris from Avdat hill's rocks and from remains of domestic objects (pieces of Nabatean earthenware vessels, for example - T. Gini, personal communication, 1996). This fact also indicates a possible earthquake in 363 A.D. during which the collapse of inhabited caves took place. After that event ancient people cleaned out the caves and used them for living in for the second time. However, some of the caves were not cleaned after the 363 A.D. shock.- Korjenkov and Mazor (1999) |
VIII+ |
Effect | Event "Previous" or 7th century |
Location | Image(s) | Comments | Intensity |
---|---|---|---|---|---|
Penetrative fractures in masonry blocks - JOINTS AS AN INDICATION OF THE SEISMIC NATURE OF THE DESTRUCTIONS | 7th century | WSW external wall of the Northern Church
Plan of of Avdat
Used with permission from BibleWalks.com
Figure 3
Avdat Settlement Plan Zion et al (2022) |
4
Figure 4
Joints in western end of NNW wall of Northern Church (trend azimuth of a wall 151°). One joint on left corner crosses two blocks. Width of opening is to 1.5 cm. Trend azimuth of joint in upper block is 57-70°, in lower one is 35°. Korjenkov and Mazor (1999) |
Joints are mode 1 (dilatation) fractures developed as a result of extension (Engelder and Fisher. 1996). Joints confined to stone breaks often appear in old buildings. Interpretation of such joints is somewhat ambiguous: they could be erected tectonically, they could also be the result of weathering, i.e., repeated heating and cooling events. In contrast, joints passing through two or more adjacent blocks (through-going joints) could be formed only under high strains. Such joints require the application of tremendous amounts of energy to overcome the stress shadows, appearing along free surfaces at the block margins (Fisher et al., 1995: Engelder, and Fisher, 1996; Becker and Gross, 1996) and therefore cannot be related to the weathering process.- Korjenkov and Mazor (1999) |
VI + |
Tilted and Collapsed Walls - INCLINATION OF BUILDING AND CONSTRUCTION ELEMENTS | mostly 7th century ? | various locations | 9
Figure 9
Example of inclination and collapse of walls of the Byzantine Avdat, inclination of the lower part of a courtyard wall and collapse of the upper part, both in the same direction. Korjenkov and Mazor (1999) 10
Figure 10
Angle of inclination of walls versus wall trends, Avdat ruins. Walls trending 40-60° have no preferential direction of inclination. In contrast, walls trending 130-140° are systematically inclined to the south. Korjenkov and Mazor (1999) |
As in strong earthquakes throughout the world, a large number of structural elements were found to be preferentially inclined (Richter, 1958; Cloud and Scott, 1969; Bolt, 1978; Polyakov, 1978; Omuraliev et al., 1993a and others). A similar destruction was found in the ancient city of Avdat: forty one cases of preferentially inclined walls (Figures 9 and 10) and inclination of single stones within walls can be seen there. As seen in Figure 5, walls trending SE 130°-140° are systematically inclined to the SW. In contrast walls trending NE 40°-60° are inclined to NW and SE with no preferential direction. This observation seems to indicate that the seismic shock arrived along the NE—SW direction: the walls oriented roughly normal to the seismic wave direction were systematically collapsed or inclined, whereas walls oriented parallel to the seismic waves lost support, were tilted and collapsed randomly.- Korjenkov and Mazor (1999) |
VIII+ |
Collapsed walls - COLLAPSE FEATURES | 7th century ? | Agricultural Fences | 11a
Figure 11a
Ruins of Byzantine agricultural fences remained on the top of Avdat hill. Korjenkov and Mazor (1999) 11b
Figure 11b
Ruins of Byzantine agricultural fences remained near the foot of Avdat hill. Korjenkov and Mazor (1999) 12
Figure 12
Direction of preferred collapse, measured at Avdat, as a function of wall directions. A single group of collapse directions has been observed. Korjenkov and Mazor (1999) 13
Figure 13
Drag because of wall collapse in Avdat (a) model of the drag (b) diagram of drag cases in Avdat archaeological site. Korjenkov and Mazor (1999) |
Numerous ruins of agricultural fences remained on the top (Figure 11(a)) and near the foot of the Avdat hill (Figure 11(b)). The fences trending about EW reveal a clear systematic picture of the collapse: the lower part of the wall is intact (easily seen from its northern side), whereas the upper part of the fences fell southward (see Figure 11). Azimuth of preferred collapsed features are plotted in Figure 12 versus wall trend. One group of walls trending SE 90°-140° reveals collapse toward SW 180°-240°, whereas walls oriented in other directions fell on both sides of the original wall position, they did not show a systematic pattern of the collapse, and so they were not shown on the graph. This observation indicates that the direction of seismic wave propagation was roughly perpendicular to the SE-trending walls.- Korjenkov and Mazor (1999) |
VIII+ |
Displaced Masonry Blocks - ROTATION OF BUILDING ELEMENTS | 7th century ? | Avdat Tower and wall in the southern quarter
Plan of of Avdat
Used with permission from BibleWalks.com
Figure 3
Avdat Settlement Plan Zion et al (2022) |
13
Figure 13
Drag because of wall collapse in Avdat (a) model of the drag (b) diagram of drag cases in Avdat archaeological site. Korjenkov and Mazor (1999) 14a
Figure 14a
Counterclockwise rotation of whole fragment of the wall in Southern Quarter, Avdat Korjenkov and Mazor (1999) 14b
Figure 14b
Clockwise rotation in SW wall of the Avdat Tower. Korjenkov and Mazor (1999) 15
Figure 15
Rotation of stones and walls in Avdat archaeological site. Korjenkov and Mazor (1999) |
Field study of the epicentral zones of the well-known strong earthquakes revealed that some building constructions or rock fragments were rotated clockwise, whereas others were rotated counterclockwise (Richter, 1958; Cloud and Scott, 1969; Bolt, 1978: Polyakov, 1978; Omuraliev et al., 1993b and others). Horizontal rotation of arch supports, separate blocks in arch supports and walls, or rotation of a large fragment of a wall with tens to hundreds of stones were measured in the ruins of Avdat town. Clockwise and counterclockwise patterns of rotation were observed. Some examples of the rotated elements are shown in Figure 14.- Korjenkov and Mazor (1999) |
VIII+ |
|
7th century | Area A
Fig. 1
The excavation areas Erickson-Gini (2022)
Plan 1
Area A Erickson-Gini (2022) |
Fig. 2
Fig. 2
Area A, the warped external western wall (W1), looking southeast. Erickson-Gini (2022) |
In a structure at the end of the main street of the residential Roman/Byzantine Quarter, the western half of a room was excavated (Plan 1; 2.5 × 5.0 m) to facilitate the reconstruction of its western wall (W1); its exterior had been warped by earthquake damage that occurred in the early seventh century CE (Fig. 2; see Negev 1997:2, Fig. 1). The walls survived to an impressive height: the western wall (W1) stood 10 courses high (2.3 m), the northern wall (W2), 14 courses (2.3 m), and the southern wall (W3), 15 courses (2.8 m). ... The walls apparently supported an upper floor. Inside the room, in the upper layer of the excavation trench, where stone ceiling slabs and arch stones were uncovered, was evidence of heavy earthquake collapse.- Erickson-Gini (2022) |
|
|
7th century | Area B Room 1
Fig. 1
The excavation areas Erickson-Gini (2022)
Plan 2
Area B, plan and sections Erickson-Gini (2022) |
Fig. 8
Area B, collapsed arches and ceiling slabs in Room 1, looking west. Erickson-Gini (2022)
Fig. 9
Area B, signs of rotation in the arch springer along W1 in Room 1. Erickson-Gini (2022) |
Collapsed arches and ceiling slabs were discovered throughout the room [1] (L1/00; Fig. 8) and the arch springer in W1 appears to have rotated slightly due to an earthquake (Fig. 9; Plan 2: Section 1–1).- Erickson-Gini (2022) |
|
|
7th century | Area B Room 2
Fig. 1
The excavation areas Erickson-Gini (2022)
Plan 2
Area B, plan and sections Erickson-Gini (2022) |
Fig. 15
Area B, remains of pantry in L2/01, looking southeast. Erickson-Gini (2022) |
In the southeastern corner of the courtyard (L2/01), the collapsed remains of a small pantry room (Fig. 15) were uncovered, containing several broken ceramic vessels, mainly cooking wares, as well as a late form of a Gaza wine jar, parts of a late Byzantine glass bottle and part of a marble paten with faded decoration (see below). A collapsed baking oven (L4/00, L4/01; c. 1.5 × 2.0 m), revealed in the northwestern corner of the courtyard, opposite the stairs, and its roof, appear to have been supported by a small limestone arch discovered in a collapsed state. The oven was built into the corner of the courtyard and may have had an opening in the oven’s southern end. It is similar in plan to an oven of the early Byzantine period in Room 38 of the Roman/Byzantine Quarter (Erickson-Gini 2010:94). A nearly complete imported semi-fine-ware bowl was uncovered above the collapsed oven, and a large bagshaped storage jar lacking its rim was found sunk into the floor south of the oven. The presence of the oven and storage jars sunk into the earthen floor of the courtyard indicate that the room served as a bakery where grain was stored for grinding.- Erickson-Gini (2022) |
|
|
7th century | Dipinti Cave in Area D
Fig. 1
The excavation areas Erickson-Gini (2022)
Plan 3
Area D, plan of the Dipinti Cave. Erickson-Gini (2022) |
Fig. 16
Area D, collapsed bedrock shelf fronting the cave above the Dipinti Cave, looking north. Erickson-Gini (2022)
Fig. 18
Area D, eastern extension of probe in front of Dipinti Wall, looking east toward W2. Erickson-Gini (2022) |
Area D was excavated on the southern slope of the acropolis, c. 15 m north of the modern access road. Evidence of massive earthquake debris was revealed, similar to that discovered on the western and northern slopes of the acropolis, where bedrock shelves above the front rooms of man-made caves had collapsed (Fig. 16). ... A probe 0.7 m wide was excavated along the exterior of the dipinti Wall, in an area covered with heavy collapsed debris from the bedrock shelf of the terrace above the cave (Plan 3; Fig. 18).- Erickson-Gini (2022) |
|
As mentioned previously, Korjenkov and Mazor (1999) were able to sort a number of seismic effects by earthquake event - distinguishing whether the observed damage was due to the 7th century earthquake or one of the "previous" earthquakes (i.e the southern Cyril Quake of 363 CE and/or the 5th century CE earthquake). As such, one can have confidence in the Intensity estimate Korjenkov and Mazor (1999) produced for the 7th century earthquake. Korjenkov and Mazor (1999)'s conclusion for the 7th century CE earthquake is that
The destruction was caused by a compressional seismic wave, the epicenter was located SSW of Avdat somewhere in central Negev, and the degree of town destruction [] according to Seismic Intensity Scale MSK-64 was IX-X.
The tower, dated to 294 AD, was founded directly on bedrock, and has risen to a height of 12 m, from which only 6 m are left standing today. (Kamai and Hatzor, 2005 citing Negev, 1997). The best-fit simulation (Fig. 16A) was run with the following seismic parameters:
Variable | Input | Units | Notes |
---|---|---|---|
g | Peak Horizontal Ground Acceleration | ||
Variable | Output - Site Effect not considered | Units | Notes |
unitless | Conversion from PGA to Intensity using Wald et al (1999) |
Model was run in qk.mode
using a sinusoidal input function. The authors noted that in the case of Avdat
the obtained ground-motion parameters may be higher than reasonably expected (e.g. l g at Avdat)
. Therefore, they
do not argue at this stage for exact historical ground motion restoration.
Soil-structure and rock-structure interactions
were not part of the analysis and considering that Avdat may be subject to a ridge effect, 1 g could be reasonable and could explain the
unusual wall bulge at the Roman Tower at Avdat which appears to have been generated by a significant seismic force.
Although the authors date this seismic effect to the 3rd or 4th century CE,
Erickson-Gini (2014)'s characterization of the 363 CE earthquake as causing the least damage to the site of the 4 recognized
earthquakes suggests that this is not the case.
Property | Value | Units |
---|---|---|
Density | 2555 | kg./m3 |
Porosity | 5 | % |
Dynamic Young's Modulus | 54.2 | Gpa |
Dynamic Shear Modulus | 20.4 | Gpa |
Dynamic Poisson's Ratio | 0.33 | unitless |
Interface friction angle | 35 | degrees |
Korjenkov and Mazor (1999)
did not produce an Intensity or directional estimate for any of the earthquakes that preceded the 7th century CE event.
However, by making use of their detailed descriptions of
seismic effects and the Earthquake Archeological Effects chart, I produced Intensity estimates for both the 7th century CE earthquake and the "previous" one.
"Previous" earthquake seismic effects were presumed to come from seismic effects associated with rebuilding as limited rebuilding should be associated with the 7th
century earthquake. Although
Bucking et al (2022) produced evidence of Umayyad and Abbasid occupation on the slopes below the acropolis, the upper acropolis area may have been destroyed and largely abandoned
as archaeologists (e.g. Peter Fabian) have posited in the past. Although I cannot rigorously distinguish whether my "previous" earthquake Intensity estimate is for the southern
Cyril Quake of 363 CE or the early 5th century CE earthquake, if
Erickson-Gini, T. (2014) is correct that the
southern Cyril Quake only caused some structural
damage
and the 5th century earthquake was massive
, my Intensity estimate for the "previous" earthquake is likely effectively for the 5th century quake.
Bucking, S., et al. (2022). "The Avdat in Late Antiquity Project: uncovering the Early Islamic phases of a
Byzantine town in the Negev Highlands." Antiquity 96(387): 754-761.
Bucking, S., et al. (2022). "The Avdat in Late Antiquity Project: uncovering the Early Islamic phases of
a Byzantine town in the Negev Highlands." Antiquity: 1-8.
Erickson-Gini, T., Crisis and Renewal: Settlement in the Negev in the 3rd and 4th Centuries CE, with an Emphasis on the Finds from
the New Excavations in Mampsis, Oboda and Mesad ‘En Ḥazeva (Ph.D. diss.), Jerusalem
Erickson-Gini, T. (2000). Nabataean or Roman? Reconsidering the date of the camp at Avdat in light of recent excavations.
XVIIIth International Congress of Roman Frontier Studies, Amman, Jordan.
Erickson-Gini T. (2010) Nabataean Settlement and Self-Organized Economy in the Central Negev: Crisis and Renewal
(BAR Int. S. 2054). Oxford.
Erickson-Gini, T. and I. Yigal (2013). "Excavating the Nabataean Incense Road." Journal of Eastern Mediterranean Archaeology & Heritage Studies 1(1): 24-53.
Erickson-Gini, T. (2014). "Oboda and the Nabateans." STRATA - Bulletin of the Anglo-Israel Archaeological Society 32.
Erickson-Gini, T. (2022) Evidence of a Late Byzantine Period Earthquake and a Monastic Stable at ‘Avedat (Oboda)
‘Atiqot 107
Fabian P. 1996. Evidence of Earthquake Destruction in the Archaeological Record. The Case of
Ancient Avdat. Big Cities World (Conference on Natural Disaster Mitigation in Conjunction with
the Tenth International Seminar on Earthquake Prognostics, Abstracts, January 5–10, 1996,
Cairo, Egypt). Cairo. P. 25.
Fabian, P. (1998). Evidence of earthquakes destruction in the archaeological record–the case of ancient Avdat.
Pp. 21E-26E in The Annual Meeting of the Israel Geological Society, Mitzpeh Ramon.
Goren, Y. and P. Fabian (2008).
"The Oboda Potter's Workshop Reconsidered." Journal of Roman Archaeology 21.
Kamai, R. and Y. Hatzor (2005). Dynamic back analysis of structural failures in archeological sites to
obtain paleo-seismic parameters using DDA. Proceedings of 7th International Conference on the Analysis of Discontinuous Deformation (ICADD-7).
Korzhenkov, A. and E. Mazor (1998). "Seismogenic Origin of the Ancient Avdat Ruins, Negev Desert, Israel." Natural Hazards 18: 193-226.
Korzhenkov, A. and E. Mazor (1999). "Structural reconstruction of seismic events: Ruins of ancient buildings as fossil seismographs." Science and New Technologies 1: 62-74.
Negev, A. (1974). The Nabatean Potter's Workshop at Oboda, Habelt.
Negev, A. (1986) The Late Hellenistic and Early Roman Pottery of Nabatean Oboda: Final Report
, Qedem, v. 22, Institute of Archaeology, Hebrew University of Jerusalem - can be borrowed with a free account from archive.org
Negev, A. (1986) The Late Hellenistic and Early Roman Pottery of Nabatean Oboda: Final Report
, Qedem, v. 22, Institute of Archaeology, Hebrew University of Jerusalem - at JSTOR
Negev, A. (1991). The Temple of Obodas: Excavations at Oboda in July 1989
. Israel Exploration Journal, 41(1/3), 62–80. - at JSTOR
Negev, A. (1997) The Architecture of Oboda: Final report
, Qedem, v. 36, Institute of Archaeology, Hebrew University of Jerusalem - can be borrowed with a free account from archive.org
Negev, A. (1997) The Architecture of Oboda: Final report
, Qedem, v. 36, Institute of Archaeology, Hebrew University of Jerusalem - at JSTOR
Rodkin, M. V. and A. M. Korzhenkov (2018).
Estimation of maximum mass velocity from macroseismic data: A new method and application to archeoseismological data. Geodesy and Geodynamics.
Zion, O., Ashkenasi, Eli, Erickson-Gini, Tali , (2022). Byzantine Oboda / Avdat and the Surrounding Agricultural Regime.
Archaeological Excavations and Research Studies in Southern Israel Collected Papers. A. Golani, Varga, Daniel, Tchekhanovets, Yana, Birkenfeld, Michal. 5.
A. Negev, The Nabatean Potter's Workshop at Oboda, Bonn 1974
id., Tempel, Kirchen
und Cisternen, Stuttgart 1983, 53-96, 153-167, 181-192
id., The Late Hellenistic and Early Roman Pottery
of Nabatean Oboda (Qedem 22), Jerusalem 1986.
: E. H. Palmer, PEQ 3 (1871), 1-80
A. Jaussen et al., RB 13 (1904), 403-424
14 (1905), 78-
89, 235-244
M. J. Lagrange, CRAIBL (1904), 279-298
Musil, Arabia Petraea 2, Edom, 106-151;
J. Cledat, Annales du Service des Antiquites de /'Egypte 10 ( 191 0), 234-237
12 (1912), 145-168
Woo HeyLawrence, PEFA 3, 93-107, 143-145
T. Wiegand, Sinai, Berlin 1921
M. Avi-Yonah, CNII0/3-4 (1959),
23-35
id., RB 67 (1960), 378-381
M. Avi-Yonah and A. Negev, ILN (Nov. 26, 1960), 944-947;
A. Negev,!EJ9 (1959), 274-275
11 (1961), 127-138
13 (1963), 113-124
15 (1965), 185-194
17 (1967),
46-55
24 (1974), 153-159
36 (1986), 56-60
41 (1991), 62-80
id., Archaeology 14 (1961), 122-130
id.,
BTS 40 (1961), 4-13
id., Ariell6 (1966), 12-19
id., Cities oft he Desert, Tel Aviv 1966
id., PEQ 99 (1966),
89-98
101 (1969), 5-14
108 (1976), 125-133
114 (1982), 119-128
id., Die Nabataer: Ein vergessenes
Volk am Totem Meer, Munich 1970, 48-51
id., RB 79 (1972), 381-398
80 (1973), 364-383
81 (1974),
397-420
83 (1976), 203-236
id., Aufsteig und Niedergang der romischen Welt 2/8, Berlin and New York
1977, 520-586
id., LA 28 (1978), 87-126
39 (1989), 129-142
id., MdB 19 (1981), 11-15, 28-31
id., The
Greek lnscriptionsfrom the Negev, Jerusalem 1981, 11-45
id., Antike Welt 13 (1982), 2-33
id., Nabatean
Archaeology Today, New York 1986
id., Qedem 22 (Review), JNES 50 (1991), 66-69
id., BAR 14/6
(1988), 30-31
J. Naveh, IEJ 17 (1967), 187-189
R. Rosenthal, ibid. 24 (1974), 95-96
D. Chen, LA 35
(1985), 291-296
J. Gunneweg et al., Jahrbuch des romisch-germanischen Zentralmuseums Mainz 35
(1988), 315-345
S. Noja, Studio Semitica Neenan lranica (R. Macuch Fest.), Wiesbaden 1989, 187-194;
J. A. Bellamy. Journal of Semitic Studies 35 (1990), 73-79.
A. Negev, The Architecture of Oboda: Final Report (Qedem 36), Jerusalem 1997
ibid.
(Reviews) BAR 24/6 (1998), 56. — NEA 61 (1998), 182. — BAIAS 17 (1999), 93–94. — AJA 104 (2000),
154. — BASOR 318 (2000), 84–85
T. Erickson-Gini, Crisis and Renewal: Settlement in the Negev in the 3rd
and 4th Centuries CE, with an Emphasis on the Finds from the New Excavations in Mampsis, Oboda and
Mesad ‘En Hazeva (Ph.D. diss.), Jerusalem (in prep.)
P. Fabian, The Development of the Roman Army at the
Limits of the Empire: The Annexation of the Nabatean Kingdom and Its Implications—Avdat as a Test Case
(Ph.D. diss.), Beer Sheva (in prep.)
M. Salzmann, Das Heilige Land 123/2–3 (1991), 11–14
H. Castritius, ZDPV 108 (1992), 82–91;
A. Negev, ABD, 5, New York 1992, 6–7
id., BA 56 (1993), 141–142
id., Eretz 8/2 (1993), 35–44
id., ESI
12 (1993), 108–109
id., Aram 8 (1996), 67–87
id., Judaea and the Graeco-Roman World in the Time of
Herod in the Light of Archaeological Evidence, Göttingen 1996, 219–251
id., OEANE, 1, New York 1997,
236–238
id., The Nabateans in the Negev (Reuben and Edith Hecht Museum Catalog 22
ed. R. RosenthalHeginbottom), Haifa 2003, 17*–20*
id., Petra Rediscovered: Lost City of the Nabataeans (ed. G. Markoe),
London 2003, 101–105
S. Noja, Semitica: serta philologica (C. Tsereteli Fest.
eds. R. Contini et al.), Torino
1993, 183–188
O. Potchter & Y. Tepper, Studies in the Geography of Israel 14 (1993), ix–x
R. Snir, AbrNahrain 31 (1993), 110–125
P. Figueras, Aram 6 (1994), 284–285
M. Kropp, Proceedings of the Seminar
for Arabian Studies 27 (1994), 165–174
G. Tahal, ESI 14 (1994), 130–133
Petra-Ez Zantur, Ergebnisse der
Schweizerisch-Liechtensteinischen Ausgrabungen, 1: 1988–1992 (Terra Archäologica 2), by A. Bignasca et
al., Mainz am Rhein 1996, 68–69
D. Testen, JNES 55 (1996), 281–293
L. Di Segni, Dated Greek Inscriptions from Palestine from the Roman and Byzantine Periods (Ph.D. diss.), 1–2, Jerusalem 1997
R. Sivan,
The Conservation of Archaeological Sites in the Mediterranean Region (ed. M. de la Torre), Los Angeles
1997
R. Wenning, Religion und Gesellschaft 1 (1997), 179–201
H. Goldfus, Tombs and Burials in Churches
and Monasteries of Byzantine Palestine (324–628 A.D.), 1–2 (Ph.D. diss., Princeton 1997), Ann Arbor, MI
1998, 70–80
A. M. Korjekov & E. Mazor, Natural Hazards 18 (1998), 193–226
H. Geva, Archaeological
Sites in Israel, 4, Jerusalem 1999, 41–45
W. Zanger, BAR 25/4 (1999), 68–69
G. Lacerenza, Studi Epigrafici
e Linguistici sul Vicino Oriente Antico 17 (2000), 105–114
S. G. Schmid, Die Feinkeramik der Nabatär:
Typologie, Chronologie und kulturhistorische Hintergründe (Petra-Ez Zantur, Ergebnisse der Schweizerisch-Liechtensteinischen Ausgrabungen 2/1
Terra Archäologica 4), Mainz am Rhein 2000
O. Shamir & A.
Baginski, ‘Atiqot 42 (2001), 243–260
T. Erickson-Gini, Proceedings of the 18th International Congress of
Roman Frontier Studies, Amman, Jordan, 2–11.9.2000 (BAR/IS 1084
eds. P. Freeman et al.), Oxford 2002,
113–130
R. Rosenthal-Heginbottom, Michmanim 16 (2002), 33*–38*
J. Magness, The Archaeology of
the Early Islamic Settlement in Palestine, Winona Lake, IN 2003, 187–188
L. Nehmé, ADAJ 46 (2002),
243–256
P. Fabian, 31st Archaeological Conference in Israel, Tel Aviv, 20–21.4.2005: Abstracts of Papers,
Jerusalem 2005, 10–11.
Description | Image | Reference |
---|---|---|
Caves on north slope |
Figure 4
Location of the caves in the northern part of Avdat, looking east Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022) |
Fig. 4 - Zion et al (2022) |
Caves on south slope |
Figure 5
Location of the caves in the southern part of Avdat Photo: Yaakov Shmidov, preparation: Ofer Sion Zion et al (2022) |
Fig. 5 - Zion et al (2022) |
Caves Plans North 1 |
Figure 6
Cave plans North 1 Measurements: Tali Erickson-Gini, drawing: Ofer Sion, Yelena Delerson Zion et al (2022) |
Fig. 6 - Zion et al (2022) |
Caves Plans North 1 |
Figure 7
Cave plans North 1 Measurements: Tali Erickson-Gini, drawing: Ofer Sion, Yelena Delerson Zion et al (2022) |
Fig. 7 - Zion et al (2022) |
Caves Plans North 2 |
Figure 8
Cave plans North 2 Measurements: Tali Erickson-Gini, drawing: Ofer Sion, Yelena Delerson Zion et al (2022)Zion et al (2022) |
Fig. 8 - Zion et al (2022) |
Caves Plans South 2 |
Figure 9
Cave plans South 2 Measurements: Tali Erickson-Gini, drawing: Ofer Sion, Yelena Delerson Zion et al (2022) |
Fig. 9 - Zion et al (2022) |
Caves Plans South 1 |
Figure 10
Cave plans South 1 Measurements: Tali Erickson-Gini, drawing: Ofer Sion, Yelena Delerson Zion et al (2022) |
Fig. 10 - Zion et al (2022) |
Caves Plans South 2 |
Figure 11
Cave plans South 2 Measurements: Tali Erickson-Gini, drawing: Ofer Sion, Yelena Delerson Zion et al (2022) |
Fig. 11 - Zion et al (2022) |
Caves Plans South 2 |
Figure 12
Cave plans South 2 Measurements: Tali Erickson-Gini, drawing: Ofer Sion, Yelena Delerson Zion et al (2022) |
Fig. 12 - Zion et al (2022) |
Aerial view of the southern slope |
Figure 2
Aerial view of the southern slope at Avdat after the 2018 season, with inset showing final excavation of the southern compound after 2019 season (photograph by E. Alajem; inset by S. Bucking) Bucking et al (2022) |
Fig. 2 - Bucking et al (2022) |
At Avdat, an imperial coin struck at Alexandria and tentatively identified as Trajanic was apparently found in association with the collapse of the potter's workshop (Negev, 1974:24).Ambraseys (2009) supplied the following comments:
Negev argues instead that these destructions were caused by invading Safaitic and Thamudic hordes in the mid first century (Negev 1976), basing his thesis on the period of pottery debris found in a workshop at Oboda. This solution might seem preferable, since it is best not to assume an earthquake unless there is written evidence for it. However, apart from the complexity of the multiple dates of the pottery discovered by Negev (and the fact that later potters often imitated earlier styles), the appearance of a second-century coin among the pottery (Russell 1981, 8) seems to refute his thesis. Of course, this coin does not prove that Oboda was destroyed by an earthquake; it merely shows that Negev has made a mistake. What may suggest an earthquake is the sheer severity and extent of the destruction. Russell believes that neither a Roman annexation of the territory nor sacking by Safaitic or Thamudic hordes could, in any case, have done so much damage.Negev (1976:229) states
Several years ago I suggested, on account of the results of the excavations at Oboda, a new chronological division for the archaeological history of the Nabateans in the central Negev, based on three phases, focusing at that time my attention on what I named the Middle Nabatean Period. The archaeological data indicated that this period, which began at the end of the reign of Obodas II, terminated abruptly during the generation following the death of Aretas IV, after the middle of the first century CE. I attributed the destruction of Oboda and several road stations along the Petra-Gaza road to attacks of Arab tribes who penetrated from Arabia, and left their imprints in the thousands of Safaitic and Thamudic graffiti in the central Negev, to the east of the Arabah, and also in northern Arabia itself.Goren and Fabian (2008) re-examined the so-called Potter's workshop at Avdat/Oboda and concluded that it was probably a 2nd to early 3rd century CE mill-bakery in the Roman Quarter of town. They noted, among other things, that the original excavations by Negev of the "Potter's workshop" were in unstratified deposits, had coins dating from Hellenistic to the 3rd-4th centuries CE, and geochemical and minerological analysis indicated that the pottery found there appeared to be imported rather than made locally. This suggests that Negev's original hypothesis that the so-called Potter's workshop at Avdat/Oboda showed a break in occupation in the 1st century CE due to invasion (as Negev suggested) or an earthquake (as Russell (1985) proposed) is not supported by the evidence.
The evidence on which I based this chronological scheme was purely archaeological — pottery and coins under a destruction layer, and on the basis of the finds in the Nabatean potter's workshop at Oboda 145 which all pointed to a break in the settlement of the central Negev sometime after the middle of the first century CE.
Negev (1961) identified several phases of occupation at Avdat one of which, dated by inscriptions, began in the third century CE. Negev (1961: 126) noted that during this Late Roman/Byzantine occupation phase, the retaining walls were "probably shattered by a strong earthquake" and were repaired by "adding a second, rounded wall, screening the original one". A precise date for the archeoseismic damage was not supplied.