Transliterated Name | Language | Name |
---|---|---|
Umm al-Jimal | Arabic | ام الجمال |
Umm al-Jamal | Arabic | ام الجمال |
Umm ej Jemāl | Arabic | ام الجمال |
Umm idj-Djimal | Arabic | ام الجمال |
al-ʾHerrī - local name for older Roman village | Arabic | الءهيرري |
Umm al-Jimal in northern Jordan contains a
well-preserved Byzantine/Early Islamic town nearly a kilometer long and a half-kilometer wide,
with 150 buildings standing one to three stories high and several towers up to five and six
stories
Bert de Vries in Meyers (1997).
Umm el-Jimal is an extensive rural settlement constructed of black basalt in the lava lands east of Mafraq, a seventy-minute drive northeast of Amman, Jordan (39°19' N, 36°22' E). One of the largest and most spectacular archaeological sites in Jordan, Umm el-Jimal is located on tire edge of a series of volcanically formed basalt flows that slope down from the Jebel al-Druze, a mountain 50 Ion (31 mi.) to the northeast. This sloping black bedrock provided ancient Umm el-Jimal with two basic resources: stone for constructing sturdy houses and water for drinking and agriculture. The ancient name of the site is not known. David L. Kennedy has argued convincingly that Thantia, Howard C. Butler's suggested name (see below), is better located to the west on the Via Nova (Kennedy and Riley, 1982, pp. 148- 152). Flenry I. MacAdam (1986) has put forward Surattha, from Ptolemy's Geography, as an alternative.
Umm el-Jimal is a rural town in northeastern Jordan, constructed on the edge of a basalt flow extending from Jebel el-Druze. The site is remarkably well preserved, with over 150 buildings standing, some up to their third story. A small village under Nabatean and Roman influences existed at the site from the first to third centuries CE. A castellum was built circa 300 CE, replaced late in the fourth century by barracks, much smaller in size. In the fifth and sixth centuries, the imperial military presence at the site diminished, and the town prospered, witness to the construction of 15 churches. During the last decades of the sixth century, the site suffered the twin ravages of plague and Persian invasions. The Umayyad conquest brought centralized authority to the site, and it was inhabited without interruption until its abandonment following the earthquake of 748/749 CE (see below, The Islamic Period, in this entry). It was only resettled by the Druze in 1910–1935.
Stratum | Period | Age | Notes |
---|---|---|---|
VII | Early Roman | 63 BCE - 135 CE | |
VI | Late Roman | 135 CE - 324 CE | |
V | Early Byzantine | 324 CE - 491 CE | |
IV | Late Byzantine | 491 CE - 636 CE | Earthquakes ? |
III | Umayyad | 636 CE - 750 CE | Earthquake ? |
Post Stratum III Gap | 750 CE - 1900 CE | ||
II | Late Ottoman/Mandate | 1900 CE - 1946 CE | |
I | Modern | 1946 CE - Present |
Kázmér et al. (2024:33) estimate that two earthquakes struck Umm al-Jimal with the first one dated to between
491 and 636 CE. They estimated a local intensity of VII during the first Earthquake.
Archaeoseismological evidence from both earthquakes includes tilted and bulged walls, U-shaped collapse features, and rotation
and extension features.
Umm al-Jimal (Jordan). The walls of the deserted Byzantine city of Umm al-Jimal in northern Jordan bear various traces of earthquake destruction. Archaeoseismological analysis comprises tilted and bulged walls, U-shaped collapse features, and rotation and extension features. These deformations indicate that at least two earthquakes struck the region (Figs. 3.2 and 3.3). The first one occurred in the late Byzantine period (between 491 and 636 AD). Restoration followed, but a second earthquake destroyed the town at the end of the Umayyad Caliphate (661 AD–750 AD). This last damage was not repaired and the site has been abandoned ever since.
Kázmér et al. (2024:33) estimate that two earthquakes struck Umm al-Jimal with the second one dated to the end of the Umayyad Caliphate.
They estimated a local intensity of IX during the second and suggested that the town
was abandoned after this earthquake. Archaeoseismological evidence from both earthquakes includes tilted and bulged walls, U-shaped collapse features, and rotation
and extension features.
de Vries (1993) noted that
Umm al-Jimal was nearly totally abandoned
after 750 CE and speculated that an earthquake could have been the cause. While
specific archeoseismic evidence was not mentioned in his report, collapsed masonry and debris are mentioned frequently in the
various reports and articles about the site and
de Vries (1993:448) found
Umayyad pottery in the collapse debris in the apse of the Numerianos Church.
In a later report, de Vries (2000)
characterized the town as having undergone collapse in the 8th century and abandonment in the 9th century CE.
Al-Tawalbeh et al (2019) noted the presence of tilted walls, bulging walls, U-shape collapses, twisted walls, torsion-related damages, extruded and chipped ashlars in the
Barracks which they did not assign to a specific earthquake but was probably mostly a result of the 2nd event.
Umm al-Jimal (Jordan). The walls of the deserted Byzantine city of Umm al-Jimal in northern Jordan bear various traces of earthquake destruction. Archaeoseismological analysis comprises tilted and bulged walls, U-shaped collapse features, and rotation and extension features. These deformations indicate that at least two earthquakes struck the region (Figs. 3.2 and 3.3). The first one occurred in the late Byzantine period (between 491 and 636 AD). Restoration followed, but a second earthquake destroyed the town at the end of the Umayyad Caliphate (661 AD–750 AD). This last damage was not repaired and the site has been abandoned ever since.
Effect | Location | Image(s) | Description |
---|---|---|---|
|
Barracks
Fig. 4
Plan of the castellum Drawn by Bert de Vries de Vries (1993) |
Plate 2.3
Umm al-Jimal: general view of the Barracks Photo A. Walmsley de Vries (2000)
Plate 3.1
Umm al·Jimal: detail of the west facade of the Barracks Photo A. Walmsley de Vries (2000)
Figure 3.2
Umm al-Jimal. Barracks: view of the western towers from the courtyard. The U-shaped collapse scar of the third-floor wall is a typical mark of seismic shaking. Note the rotated block on the right side of the scar and the twisted wall on the left side of the photo: these are further indicators of lateral loading, twisting, and collapse of walls. Kázmér et al. (2024)
Figure 3.3
Umm al-Jimal. Barracks, western wall. Note the twisted walls below the U-shaped collapse feature. The wall closer to the viewer is tilted inwards, the farther one is bulging outwards. These are clear markers of repeated, strong lateral loading Kázmér et al. (2024) |
|
Effect | Location | Image(s) | Description |
---|---|---|---|
|
Barracks
Fig. 4
Plan of the castellum Drawn by Bert de Vries de Vries (1993) |
Plate 2.3
Umm al-Jimal: general view of the Barracks Photo A. Walmsley de Vries (2000)
Plate 3.1
Umm al·Jimal: detail of the west facade of the Barracks Photo A. Walmsley de Vries (2000)
Figure 3.2
Umm al-Jimal. Barracks: view of the western towers from the courtyard. The U-shaped collapse scar of the third-floor wall is a typical mark of seismic shaking. Note the rotated block on the right side of the scar and the twisted wall on the left side of the photo: these are further indicators of lateral loading, twisting, and collapse of walls. Kázmér et al. (2024)
Figure 3.3
Umm al-Jimal. Barracks, western wall. Note the twisted walls below the U-shaped collapse feature. The wall closer to the viewer is tilted inwards, the farther one is bulging outwards. These are clear markers of repeated, strong lateral loading Kázmér et al. (2024) |
|
Effect | Location | Image(s) | Description | Intensity |
---|---|---|---|---|
|
Barracks
Fig. 4
Plan of the castellum Drawn by Bert de Vries de Vries (1993) |
Plate 2.3
Umm al-Jimal: general view of the Barracks Photo A. Walmsley de Vries (2000)
Plate 3.1
Umm al·Jimal: detail of the west facade of the Barracks Photo A. Walmsley de Vries (2000)
Figure 3.2
Umm al-Jimal. Barracks: view of the western towers from the courtyard. The U-shaped collapse scar of the third-floor wall is a typical mark of seismic shaking. Note the rotated block on the right side of the scar and the twisted wall on the left side of the photo: these are further indicators of lateral loading, twisting, and collapse of walls. Kázmér et al. (2024)
Figure 3.3
Umm al-Jimal. Barracks, western wall. Note the twisted walls below the U-shaped collapse feature. The wall closer to the viewer is tilted inwards, the farther one is bulging outwards. These are clear markers of repeated, strong lateral loading Kázmér et al. (2024) |
|
|
Kázmér et al. (2024:33) estimated a local intensity of VII (7).
Effect | Location | Image(s) | Description | Intensity |
---|---|---|---|---|
|
Barracks
Fig. 4
Plan of the castellum Drawn by Bert de Vries de Vries (1993) |
Plate 2.3
Umm al-Jimal: general view of the Barracks Photo A. Walmsley de Vries (2000)
Plate 3.1
Umm al·Jimal: detail of the west facade of the Barracks Photo A. Walmsley de Vries (2000)
Figure 3.2
Umm al-Jimal. Barracks: view of the western towers from the courtyard. The U-shaped collapse scar of the third-floor wall is a typical mark of seismic shaking. Note the rotated block on the right side of the scar and the twisted wall on the left side of the photo: these are further indicators of lateral loading, twisting, and collapse of walls. Kázmér et al. (2024)
Figure 3.3
Umm al-Jimal. Barracks, western wall. Note the twisted walls below the U-shaped collapse feature. The wall closer to the viewer is tilted inwards, the farther one is bulging outwards. These are clear markers of repeated, strong lateral loading Kázmér et al. (2024) |
|
|
Al-Tawalbeh et al (2019) estimated a SW-NE strong motion direction and intensities of VII-VIII (7-8) using the Earthquake Archeological Effects chart of Rodríguez-Pascua et al (2013: 221-224).
Kázmér et al. (2024:33) estimated a local intensity of IX (9).
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