Tectonophysics 335 (2001) 291±312 www.elsevier.com/locate/tecto Surface faulting of archaeological relics. A review of case histories from the Dead Sea to the Alps Paolo Galli a,*, Fabrizio Galadini b b a Italian Seismic Survey, Servizio Sismico Nazionale (SSN), Via Curtatone 3, 00185 Rome, Italy CNR-Istituto di Ricerca per la Tettonica Recente, Via del Fosso del Cavaliere, 00133 Rome, Italy Received 6 June 2000; accepted 19 April 2001 Abstract We report several cases of surface faulting on archaeological relics along the Dead Sea Valley, in Crete, and in central and northern Italy. With the exception of the Fucino normal faults (central Italy), all the faulting is related to strike-slip or oblique motions. We describe only those sites for which paleoseismological or speci®c geological analyses had con®rmed the existence of an active fault, thus omitting any ambiguous interpretation of effects attributable to other natural or anthropic phenomena. All the cases reviewed allowed us to assume the age of the faulting event and the amount of slip, thus characterising unknown or poorly known destructive earthquakes. The use of archaeoseismological analyses, and particularly of the faulting of archaeological relics, always improves our knowledge of the seismicity and seismotectonics of regions for which the information about the historical seismicity and/or the geological evidence are scarce or uncertain. q 2001 Elsevier Science B.V. All rights reserved. Keywords: Archaeoseismology; Paleoseismology; Active faults; Earthquakes; Seismotectonics 1. Introduction There is an invisible line that shared the fate of many human settlements in the last 5000 years. An invisible line that goes up from the Red Sea to the Alps, crossing time, places and history. A line tightened between two rare and unlikely events: the occurrence and the coexistence in the same place of surface faulting and buildings. The recent earthquakes in northern Turkey (August 17, 1999: Mw 7.4; November 12, 1999: Mw 7.2; USGS, 1999) and central Taiwan (September 20, 1999; Mw 7.6, USGS, 1999) showed us that even today we do not know (actually, we do not suf®ciently care) how and * Corresponding author. E-mail address: [email protected] (P. Galli). where to build. The dozen kilometres long surface faulting, with offsets of up to 4.9 and 8 m (respectively for the Turkish and Taiwan earthquake), crossed houses, schools, railways, roads, bridges, rivers and canals (Fig. 1), destroying all that is encountered (Toksoz et al., 1999). The existence and the rough location of these faults were well known, as well as the high probability of a sudden slippage during an earthquake was already forecast by many authors, (e.g. Stein et al., 1997). Our ancestors, who did not take advantage of a good geological and seismological knowledge, unwarily located their buildings on the trace of active faults, sometimes drawn by favourable topographic features produced by the repeated fault motions (e.g. hill pushed up by transcurrent fault). Although extensive surface breaks are known to 0040-1951/01/$ - see front matter q 2001 Elsevier Science B.V. All rights reserved. PII: S 0040-195 1(01)00109-3 292 P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 Fig. 1. Northern Turkey, earthquake of November 12, 1999 (Mw 7:2). Horizontal faulting (about 2 m) of a canal under construction near the village of Kaynasli. The arrows indicate the fault trace (courtesy of V. Bosi). occur also for earthquakes of moderate magnitude (i.e. the 7 km long rupture produced by the 1995 Ml 6:2 Gulf of Corinth event, Roberts and Koukouvelas, 1996, or the 5 km long discontinuous rupture generated by the October 14, 1997 central Italy event, Ms 5:5; Galli and Galadini, 1999), surface faulting occurs mainly for earthquakes of high energy (M $ 6:5), whose hypocentral depth does not exceed the upper part of the crust (10±20 km). Depending on the earthquake energy, its depth, and the rheology of the rocks, the rupture may affect the earth morphology for lengths of few hundred meters up to hundreds of kilometres, causing offsets of few decimetres up to several metres. Generally, the surface faulting is concentrated along a narrow band, sometimes reduced to few metres or even less, and repeated earthquakes along a speci®c fault usually cause surface ruptures in the same place. Then, taking account of the Fig. 2. Index map of the sites described in the text. The Dead Sea star includes six different sites. P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 quasi-linear dimension of a seismogenic fault on the earth surface and the insigni®cant dimension of a building compared with the earth surface, the probability that an active fault displaces a house (especially in the antiquity) is very low. This is why the recognition of the surface faulting of archaeological relics is an exceptional circumstance that offers a unique opportunity to study the behaviour of a fault. In the following, we deal with some cases of faulting that affect archaeological remains which were destroyed and abandoned for ever (Fig. 2). We included only cases whose archaeological evidences were supported by geological or paleoseismological data, thus omitting those cases with effects possibly produced by gravity-driven phenomena, soil settlement (i.e. liquefaction, compaction, etc.) or human activity (Karcz and Kafri, 1978). Some of these cases allowed us to discover previously unknown earthquakes and to give a minimum evaluation of their magnitude and recurrence time. Others allowed the relocation and reevaluation of poorly known earthquakes, providing an excellent epicentral location. In some circumstances, the ®nding of faulted ruins not only demonstrated that known tectonic structures are active, but also enabled the identi®cation of new ones. Anyway, other examples of faulted architectural relics, which provide valuable data on active tectonics and archaeoseismology, are known (Hancock and Altunel, 1997; Trifonov, 1978; Zang et al., 1986; Stiros, 1996). The use of archaeoseismological data demonstrates that for regions where the resolution of the seismotectonics problem is particularly dif®cult, the integration of the classic methods of geology and seismology with those of archaeology and history could be of fundamental importance for studies aimed at the reduction of seismic risk. Therefore, the collaboration among geologists, archaeologists, engineers and historians should become a rule (a rational and comprehensive interdisciplinary methodology, as suggested by Karcz, pers. comm.) for understanding archaeoseismological cases, and not a sporadic meeting on the ®eld. 2. The Wadi Araba Fault (Jordan) The Wadi Araba Fault runs in the bottom of the 293 Fig. 3. Shaded relief map of the Middle East region (derived from GTOPO30 data set, courtesy of US Geological Survey's EROS Data Center) crossed by the Wadi Araba-Jordan Valley Fault (AJF) (tiny lines are secondary faults, related to the activity of AJF; modi®ed after Galli, 1999). The rocked towers are the archaeoseismic cases described in the text. White arrows indicate the relative plate motion between Africa and Arabia. The age of the most signi®cant historical earthquakes is also reported. Dead Sea Rift from the Gulf of Aqaba to the southern Dead Sea. Together with the Jordan Valley Fault, it separates the African and the Arabian Plates, acting as a left transform fault between the two plates and 294 P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 Fig. 4. Map of Ayla according to Whitcomb (1994) (modi®ed). The western side of the town is affected by sinistral wrenching that displaces the southern wall and forces the northwestern wall to rotate counterclockwise (see inset photo). accounting for the whole horizontal motion. The sur®cial trace of these faults can be followed for hundreds of kilometres from Red Sea to Lebanon (Fig. 3). On the basis of geological studies on these faults, Galli (1999) evaluated a slip-rate during the Holocene close to 1 cm yr 21. We know that many strong earthquakes occurred in the Dead Sea Rift since Biblical time, although some of their epicentral locations have not been yet well de®ned. Nevertheless, the geomorphic features produced by the Wadi Araba-Jordan Valley Fault (AJF, i.e. extensive surface-faulting phenomena) account for its seimogenetic characteristics and its primary role in the regional seismotectonics. On the other hand, the seismicity of the last hundred years is mainly represented by lowmoderate events (only the Jericho 1927 event reached Ms 6:2; Vered and Striem, 1977; Ambraseys et al., 1994). In the following, we report three interesting cases of faulting of archaeological relics along the Wadi Araba Fault, which were reported by Galli (1997, 1999). 2.1. Aqaba Whitcomb (1994) reported traces of displacements affecting the wall of the ancient Ayla (the present Aqaba; Figs. 3 and 4). The author describes an outward slump of a portion of the SW wall of the city, accompanied by the shifting of its foundation, and places on the site-map a NE±SW `line' that displaces the whole town sinistrally. He also describes the presence of `fault lines' affecting the area north of the Egyptian Gate and the area of the Sea Gate (Fig. 4; Donald Whitcomb, Earthquake at Aqaba: unpublished manuscript). The site survey performed during 1996 allowed us to point out other traces of deformation affecting the NW town wall (northward of the Egyptian Gate; the wall appears rotated counterclockwise in its northern P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 295 Fig. 5. Map of Qasir el Telah area. The AJF crosses and displaces the northwestern corner of the Roman±Nabatean reservoir. Hatched areas represent pre-Quaternary basement (modi®ed after Galli, 1999). portion; Fig. 4) and some secondary displacements in the foundation and the walls of a buried building, which was excavated in trenches outside the Egyptian Gate. Actually, the line traced by Whitcomb (1994) (it was drawn along the Wadi of Fig. 4) did not seem to affect the houses which were excavated during 1995 on its projection along the Wadi. Instead, considering the counterclockwise rotation of the NW wall as the effect of a left-wrench in the foundations (as expected for a left strike-slip fault 296 P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 Fig. 6. View of the western wall of the the Roman±Nabatean reservoir of Qasir el Telah. The vertical arrow indicates the corner wrenched and tilted by the AJF. The oblique arrow indicates the fault trace. with a low angle of incidence), we hypothesise the presence of a NNE±SSW fault from the Sea Gate across the rotated blocks of the wall (Fig. 4). According to this observation, the sites have undergone horizontal displacement mainly due to left-slip on a NNE±SSW direction, consistent with the main trend of the neighbouring Wadi Araba Fault and, probably, related to the left strike-slip faults bounding the eastern side of Aqaba Gulf. Although, due to the sand dune presence, all around the excavated town and due to recent anthropic works (roads, hotels, etc.), no geomorphic expression of this fault was visible in the area. As for the dating of the sur®cial faulting, it must be stressed that Ayla reached the peak of its prosperity during the 9th±11th century and historical±archaeological data indicate that the town, by the 11th century, began to decline and ®nally collapsed. The abrupt abandonment of the town may have been contemporary or shortly postdating the sur®cial displacements observed in the walls and in the foundations. In fact, the walls do not present restorations made by the ancient inhabitants and also Whitcomb reconstructed the arch of the Egyptian Gate exactly duplicating the arch as it was found on the ground, i.e. without keystone, probably lost during the earthquakeinduced shaking. Damage and deformation might be related to the earthquake that occurred along the Wadi Araba Fault in 1068 (Abou Karaki, 1987). This date seems to be con®rmed by Whitcomb (1997), who found many traces of abrupt destruction and abandonment (i.e. refuse amidst stone fall in the Egyptian Street, or ceramic vessels broken in situ and ®lling the courtyard behind the mihrab of the mosque) chronologically consistent with the 1068 ad earthquake. Finally, Zilberman et al. (1998), on the basis of paleoseismological evidence, proposed to relocate the epicentre of the 1068 ad. earthquake just along the southern segment of the Wadi Araba Fault, in agreement with the above mentioned data. 2.2. Qasir el Telah On the northern strand of the Wadi Araba Fault, a few kilometres south of the Dead Sea, the impressive ruins of the square water reservoir of Qasir el Telah lie above the AJF scarp trace, on the northern side of the mouth of Wadi el Telah (Galli, 1997, 1999; Figs. 3 and 5). The eastern wall of the reservoir is cut in the bedrock, and the rest of the structure is built by P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 297 Fig. 7. Sketch of the Roman±Nabatean reservoir of Qasir el Telah with the trace of the AJF (drawn by E. Cirese). cemented and plastered sandstone blocks. The foundation is carved in stiff gravel, and strong counterforts reinforce its southeastern side. Starting roughly from a pervasive crack at half its length, the southeastern wall, which is a very well-preserved and rectilinear structure striking N608E, is tilted counterclockwise with a 30 cm offset measured at the eastern corner. On the contrary, the western corner is tilted eastwards and it is separated from the surrounding wall by a 0.5±1 m wide, N108W striking fracture (Fig. 6), which is aligned with the AJF scarp north of the Qasir. The corner and its foundation are shifted southwards jutting out 0.5±1 m in comparison with the southeastern wall. This deformation seems to be the result of fault-induced sinistral wrenching. Given the amount of the bulge of the western corner (80 cm) and the low angle of incidence between the fault and the SW wall (208), the horizontal displacement might be 1.5±2 m, being consistent with the offset of the northern wall (Fig. 7). The age of the reservoir can be deduced from the age of some pottery fragments found at the site (Nabatean period, with a few Roman±Byzantine shards; Khouri, 1988). Some restorations of the southwestern wall, made with the same stone and building style of the reservoir, imply that the damaging event probably occurred at about the same time of the reservoir construction, i.e. during or shortly after the time of the Roman occupation (1st±5th century ad). In fact, the site should be the Roman site of Toloana, which housed a military garrison in the 4th century ad (in Notitia Dignitatum). A 14C dating of a piece of charcoal found inside the `concrete' (Klinger, 1999) gave a calibrated age of 558±776 ad. This age, however, is not consistent with the younger construction age of the reservoir deduced thanks to the above-mentioned pottery. The very little evidence of Islamic ceramic found in this site induces us to conclude that the reservoir was not in use after the Roman±Byzantine period, probably owing to the damage suffered by the faulting induced by a strong earthquake. This event may be the one responsible for the extensive damage in the region and in the nearby city of Petra (Hammond, 1980; Russel, 1980) in the year 363 ad (M $ 6:5; epicentre 298 P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 Fig. 8. View of the Roman±Nabatean (?) aqueduct in Wadi Khunaizir. In this site, the aqueduct is displaced by a secondary fault related to the AJF system. in central-northern Wadi Araba according to Abou Karaki, 1987). According to this hypothesis, this earthquake could be then related to the northern strand of the Wadi Araba Fault. sites, we can suppose that both were struck by the same seismic event in 363 ad. 2.3. Wadi Khunaizir Emerging from the NW corner of the Dead Sea on the Israeli side, as a continuation of the aforementioned Wadi Araba Fault, the Jordan Valley Fault strikes about N108E and, after having crossed the Jordan River, it continues straight (with small bends and steps) toward Lake Tiberias until the Hula depression. In the following, we report the other three cases of faulting of archaeological relics (Galli, 1997, 1999). Farther north, approaching the Dead Sea trough, the AJF branches both in sub-parallel segments and lateral splays, and crosses the deeply carved Wadi Khunaizir. Along the right bottom of the Wadi, there are the suggestive ruins of a masonry aqueduct, partly built on archways and partly entrenched in the hillslope. Further upstream, through a deep trench carved in the rock, the aqueduct reaches an ancient water intake. The age of this aqueduct is still unknown, although its technical and stylistic characteristics are very close to the reservoir of Qasir el Telah. Along the entrenched strand, the aqueduct shows traces of faulting at least in two points. One due to a N208W splay of the AJF that caused a dextral displacement of 2 m (Fig. 8), and a second one, not far away, due to a N±S branch of the fault, which caused a vertical offset not larger than few decimetres. As for the earthquake responsible for these displacements, if the age of the aqueduct is the same as of Qasir el Telah, considering the vicinity of the two 3. The Jordan Valley Fault (Jordan and Israel) 3.1. Telleilat Ghassul (Jordan) Ghassul is a very old settlement, built on a small, ¯at tell lying few kilometres east from the AJF and north of the Dead Sea. For about a 1000 years, from 4600 to 3600 bp, a large, prosperous and relatively advanced farming village had occupied this site. According to Hennesey (1969), a strong earthquake caused the abrupt abandonment of the town around 3600 years bp. Actually, a complex fault system displaces the entire historical stratigraphic sequence of this area (Fig. 9). The calcolithic ash and camp-¯oor deposits P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 Fig. 9. Faulting of Calcolithic ash and camp-¯oor deposits in Teleilat Ghassul. Arrows indicate two faults which bound a small graben-like feature. (3600 bp) are affected by subvertical reverse faults with tens of centimetres of vertical throw (N508E), E±W unde®ned faults and NNW±SSE subvertical reverse faults. Moreover, on a photo published by Hennessey (1969) (Plate III; outcrop no longer visible today), a normal fault of inde®nable strike displaces the entire historical sequence of ,0.5 m. Finally, in the Wadi bordering, the archaeological mound to the south, a NE±SW fault has thrusted ¯uvial gravels over the Lisan Formation marls (72±18 ky bp according to Kaufmann et al., 1992; Fig. 10). The area of the tell is close to a NE±SW fault-scarp system which runs along the southeastern edge of the Jordan Valley. Roughly NNW±SSE lineaments, 299 showing a possible right lateral slip across some streams entrenched in the upper surface of the Lisan Formation, were also detected by means of aerialphoto and satellite-image interpretation. One of these features crosses the area of the Ghassul excavations. The hypothesis of Hennessey (1969) seems to be now supported by geological data con®rming that surface faulting affected the settlement in the past, causing extensive damage and probably contributing to the abandonment of the Calcolithic settlement of Ghassul. 3.2. Deir Alla (Jordan) Other sur®cial displacements affecting historical strata have been found on the top of Tell Deir Alla (Fig. 3), at the mouth of the Zarqa. The tell emerges from the alluvial plain ,4 km east of the Jordan Valley Fault, and was used almost continuously throughout the period ,3600±2400 bp. It is considered to be one of the possible sites of the biblical town of Succoth (Khouri, 1988). The displacements are visible in the central part of the hill and affect only the lower part of the historical strata (probably dating back to the Late Bronze Age; Fig. 11), and are sealed by other historical deposits at the top. According to some authors (see Khouri, Fig. 10. Fault scarp affecting the erosional surface carved on the Lisan Marl Formation, near Ghassul. The arrows indicate the trace of the NE± SW fault. Dr Sunna (right below) kindly provides the scale of the picture. 300 P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 Fig. 11. Top of Deir Alla hill. Faulting of historical deposits at the top of the Tell (the coin gives the scale of the outcrop). 1988), the site was seriously damaged by an earthquake around 3200 bp, and suffered another catastrophic destruction later. As for these and many other sites in Jordan, we hope that a future collaboration between archaeologists and earthquake geologists will provide information to understand the chronology and the nature of these events in a more appropriate way. 3.3. Jacob Ford area (Meitzat Ateret) The Jordan River, from the Hula depression southwards to Lake Tiberias, runs in a straight narrow gorge along the AJF line. Inside this gorge, the fault has pushed up a small-elongated hill in a right bend, thereby forming an asymmetrical anticline with a steep eastern limb. Recent archaeological excavations have rediscovered the ruins of a castle on the hilltop (,160 m long and 55 m wide) which was built in 1178 by King Baldwin IV near Jacob's Ford and destroyed in 1179 by Saladin (Runciman, 1954). According to Ellenblum et al. (1998), an Arabic settlement grew on the site (Mosque of 12th century), being occupied during the Ottoman period (1517±1917), subsequently abandoned and covered by debris. This site was studied by Marco et al. (1997) and Ellenblum et al. (1998) who highlighted the tectonic features of this amazing site, and it has also been reported in Galli (1997, 1999). On the southern and northern wall of the castle, the masonry shows a sinistral horizontal deformation of at Fig. 12. View of the southern wall of the Crusaider castle of Meitzad Ateret (namely the chatelet). Due to the AJF movement, its powerful wall shows a sinistral offset of 2.2 m between the threshold area (above) and the southeastern corner (below). P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 least 2 m (Fig. 12). The gaps created among the shifted blocks are empty or partly ®lled with basalt stones originating from the wall ®lling and from the overlaying poor masonry of the Turkish settlement. According to Ellenblum et al. (1988), the displacement is distributed over about 10 m and this, in our opinion, could explain why on the northern side of the castle the corner of the Ottoman Mosque is displaced only for 0.5 m (according to Marco et al., 1997, the displacement is instead of 0.2±0.3 m and affects the walls originating from the Arabic period). This latter evidence suggests that the deformation might be related to a relatively recent earthquake, like that of January 1, 1837, whose magnitude has been recently reevaluated by Ambraseys (1997); (M $ 7) and for which ground rupture and a `tsunami' wave were reported in the neighbouring Tiberias lake (i.e. Amiran et al., 1994). Ambraseys (1997) also reports some information about the ground deformation that occurred between Tiberias and Safed (located few kilometres west to the castle) and a large rupture near Banyas (located on the AJF, about 30 km north to the castle). Vered and Striem (1976) placed the epicentre of this earthquake along the AJF, eastward of Safed (that is near the castle). Marco et al. (1997) and Ellesblum et al. (1998) alternatively suggests that the castle was displaced ®rst time by the 1202 event (M $ 7:5; according to Ambraseys and Melville (1988)), and then again by the October 30 and November 25, 1759, events (Ms 6:6 and 7.4, respectively) and/or by the 1837 event. In this case, the 2 m offset of the castle would represent the cumulative slips of two or three earthquakes with M . 7. But if we consider the clear surface slip produced by earthquakes whose magnitude may be comparable to that of events dated 1202, 1759 and 1837 (e.g. the 1999 strike-slip Izmit earthquake with 3 m slip and a maximum so far of 4.9; USGS, 1999; see also Wells and Coppersmith, 1994), we could conclude that the castle offset would better account for only one M . 7 event. Moreover, according to Ambraseys and Melville (1988), the 1759 sequence and the 1202 event struck exactly the same region, although the cumulative epicentral region of the former is somewhat smaller. For the main shock, these authors report 95 km of long fault-break in the west side of Bekaa valley, situated 301 at a distance of 50 up to 150 km north of the castle, probably along the Yammuneh Fault, and not along the Tiberias-Hula segment of the AJF. 4. The Phestos Fault (Crete) The Minoan town of Phestos lies on the top of a hill in the Messara valley (southern Crete Fig. 13). The hill, built up by tiny layered marls and calcarenites (Messinian), is surrounded by Quaternary alluvial deposits and, according to Bonneau et al. (1984), it is bounded by ENE±WSW faults which partly act as the limit between the two formations. The Messara valley is a graben dominating the central-southern Crete region. The graben is bounded by the Ida mountain to the north and the Asteroussia range to the south, along two E±W trending fault zones (Fig. 13B). The seismotectonics of the region is rather complex and is related to the subduction of the African plate under the northward extending Aegean lithosphere (Fig. 13A). As for the seismic activity of the Messara graben, Delibasis et al. (1999) recorded two seismic clusters, trending NE±SW and N±S, located in the northwestern and central part of the basin and limited to depths shallower than 20 km. According to these authors, the seismicity is related to the Messara tectonic features described by Angelier (1979), while the fault plane solutions indicate both normal and reverse motion with episodically signi®cant horizontal slip component. Excavations made during the sixties by the Italian Archaeological School of Athens (SAIA) discovered one of the districts of the Minoan town of Phestos (southern Crete), called Chalara (Levi, 1962). Phestos had been inhabited since the calcholithic age (4500± 3300 bc) until its destruction caused by the Gortynian (2nd century bc); then, it was partly reoccupied during the Roman period. Current archaeoseismological analyses promoted by Prof. E. La Rosa (SAIA is responsible for the Phestos excavations) allowed us to recognise several indication of destructive seismic events during the Minoan age at Phestos and in the surrounding sites (at least three events during 2000± 1500 bc and some others before 1200 bc), while many authors assume the occurrence of other strong earthquakes after 1200 bc in southern Crete (i.e. Gortyn: Di 302 P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 Fig. 14. View of the Ellenistic district in Chalara. The walls of these rooms are affected by faulting, with both vertical and horizontal offset (see Fig. 15). Vita, 1996; Kommos: Shaw, pers. comm.). These earthquakes might partly be related to the 10 abrupt subsidence movements of the southwestern Crete shoreline, interpreted as coseismic by Pirazzoli et al. (1996) and preceding the strong 365 ad Crete earthquake. The latter, one of the most famous Mediterranean earthquakes of the antiquity, is characterised by a 9 m shoreline uplift in southwestern Crete (Pirazzoli et al., 1996; see Fig. 13B) and extensive damage in the whole island. Among the archaeoseismological pieces of evidence existing at Phestos, the most conclusive and spectacular is the faulting of an entire sector of 303 the district of Chalara, comprising several rooms and walls. Although the studies on behalf of the SAIA are currently in progress, we anticipate some preliminary results of our ®eld survey carried out during the summer of 1999. The excavated portion of the district of Chalara is a 100 m long and 25 m wide narrow area elongated NNE±SSW at the southeastern foothill of Phestos (Fig. 13C). The traces of faulting are evident within the central part of the district and affect Hellenistic rooms (age deduced by Levi, 1962). The fault trace crosses the whole width of the excavated area and also involves some retaining walls dating back to the Minoan age. These walls outcrop above Chalara, along the slope of the Phestos hill. The fault trace strikes N120 and displaces the walls of the houses both vertically and horizontally with a sinistral component of movement (Figs. 14 and 15). The minimum horizontal offset measured on the Hellenistic rooms (rooms q 0 and c 0 of Levi, 1962) is 23 cm, while the minimum vertical offset is 53 cm, i.e. 58 cm of total (minimum) slip. The horizontal displacement of the Minoan retaining walls is instead larger, and it could measure roughly 2±3 m. We found some other sur®cial traces of the fault at the southern edge of the rock escarpment bordering the southeastern side of the Phestos hill, where many N110±120 subvertical shear planes affect the Cenozoic bedrock (layered calcarenite and siltstones, locally known as kouskouras; a in Fig. 13). Along the strike of the fault, the Cenozoic bedrock of the southwestern block of the hill is abruptly lowered and does not outcrop in the hanging wall side of the fault, where a retread and reworked fault scarp is partly still visible on aerial photos (Fig. 13D). Further ®eld evidences of the fault have been found below the acropolis of Phestos, where weathered relics of a N110 fault scarp outcrop. As for the age of the Chalara faulting, on the basis of the Levi's (1962) argumentations, the event Fig. 13. (A) Map of the Aegean area showing the position of Crete with respect to the subducting African plate. NAF represents the traces of the North Anatolian Fault. Arrows indicate the direction of motion of the plates (with relative values). The hypothetical location of the 365 ad earthquake is also shown. (B) Map of Crete showing the location of the Messara Graben and of the ancient town of Phestos. The graben is bounded by two E±W normal faults (black lines). Dashed lines represent the uplift (meters) of southwestern Crete due to the 365 ad earthquake (from Pirazzoli et al., 1996). (C) Map of the area of the Minoan town of Phestos. Evidence of faulting of archaeological relics is found in the district of Chalara. (D) Oblique aerial photo of Phestos taken during the Italian excavation of the sixties; black arrows indicate the fault scarp affecting the southwestern side of the hill. 304 P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 retaining wall of probably Minoan age, allows one to hypothesise a periodical reactivation of the fault during the prehistorical period, possibly related to the seismic events that repeatedly struck the Minoan settlements. 5. The Fucino Fault (central Italy) Fig. 15. View of the Ellenistic district in Chalara. Horizontal offset displayed by one of the walls of room c 0 (see text). occurred after the 150 bc and before the Late Roman period (although we are still waiting for the data to be collected and discussed with the archaeologists in future ®eld surveys). In particular, the last building phase of Chalara, overlapped and rotated in comparison to the Hellenistic buildings, is dated within the 4th century ad and it always lies on a thick stratum of ruins of the previous phase. This radical reconstruction of the site could be related to its previous destruction, thus bounding one of the possible ages of the faulting within the 4th century ad and hypothetically to the 365 ad earthquake. According to this hypothesis, the faulting of Chalara might be due to the activity of a secondary fault in the Messara graben, related to the large crustal deformation induced by the 365 ad event. Finally, the larger offset, affecting the The Fucino Plain, one of the major intermontane basins of the central Apennines, is ®lled by more than 1000 m of lacustrine and ¯uvial Plio-Quaternary deposits and surrounded by mountains (average 2000 m) made of Meso-Caenozoic carbonate formations. Until the end of the 19th century, it was the largest lake of the peninsular Italy. Data from re¯ection seismic surveys show the present half-graben structure with ®lling sediments, which pinch out along the western border of the basin and the listric geometry (typical of growth faults) of the eastern master faults (Marsicana Highway Fault and S. Benedetto Gioia dei Marsi Fault; out from the right border of Fig. 16). The basin is also affected by secondary faults, the most important of which are the Trasacco and the Luco dei Marsi faults (Fig. 16). The Fucino region was struck in 1915 by a destructive earthquake (Ms 7, more than 30 000 casualties), for which Galadini and Galli (1999a) hypothesised an average recurrence time of 1900 years during the Holocene. The attempts to drain Lake Fucino have been a leitmotiv of the last two millennia, beginning with the partial drainage of the lake by the ancient Romans (1st±2nd century ad.). They constructed an impressive hydraulic system, consisting of a 5 km long tunnel excavated in Mt Salviano and open channels in the Plain (Figs. 16 and 17), whose operation ended during the decadence of the Empire (5th±6th century ad). Data related to the last two millennia show that the lake level has increased signi®cantly only since the 14th century, culminating in peak levels during the 19th century when the lake was ®nally drained for agricultural purposes (1862±1875). The case of Fucino regards the faulting of the Roman drainage canal. The canal (large up to 20 m and deep more than 8 m near the tunnel gate) was built under emperor Claudius and, probably, upgrading P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 305 Fig. 16. Map of the western portion of the Fucino basin (below) and cross-section along the Roman drainage canal (top). The canal is affected by the Trasacco Fault in its eastern part (see Figs. 17 and 18). proceeded until Emperor Antoninus Pius (2nd century ad). Even if we do not have historical data about the end of the operation of the canal (we just suppose it happened during the decadence of the Roman Empire), geological data (Galadini and Galli, 2001) seem to point out that the high standing lake level, subsequent to the loss of operation of the hydraulic works, goes back to the 5th±6th century ad. Although the drainage canal is now completely ®lled by more recent lacustrine deposits, its faint trace is still visible on aerial photographs, and Giraudi (1988) observed that the canal crosses the Trasacco fault. Excavations made at this intersection showed that the canal and its ®lling deposits are displaced by the fault (Fig. 18). Lacustrine sediments affected by the faulting (unit C in Fig. 18) were deposited during the earliest lacustrine phase subsequent to the end of operation of the Roman hydraulic works (Galadini and Galli, 1996). Displacements are sealed by the latest lacustrine sediments (unit E in Fig. 18) which deposited just before the ®nal drainage of the lake occurred in the 19th century (Galadini and Galli, 1996) and therefore are the result of an earthquake preceding that of 1915 and subsequent, at least, to the 1st±2nd century ad (age of the Roman hydraulic works in the Fucino basin). Due to isotope fractionation phenomena, radiocarbon dating of the displaced sediments did not permit to determine exactly the chronological interval in which the seismic event occurred (Galadini and Galli, 1996). 306 P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 Taking account of the fact that the age of the event responsible for the displacement of the Roman canal is close to the age of the lake water ingression into sites located along the `natural' shoreline (high standing level), we can hypothesise that the event occurred about the 5th±6th century ad. More precisely, we proposed (Galadini and Galli, 1996, 2001) that the earthquake responsible for the faulting of the canal was that recorded by several memorial stones put in the Coliseum of Rome (which is 90 km far away from the Fucino), recalling signi®cant restorations to the monument after a frightful earthquake. According to the epigraphs, the restorations were supported by Decius Marius Venantius Basilius (consul in 508 ad). This event can thus be considered as the twin event of 1915, M 7 earthquake. 6. The Adige Valley Fault (northern Italy) Fig. 17. View of the transversal trench excavated across the Roman canal, where it is crossed by the Trasacco normal fault. The sur®cial trace of the canal is marked by a different colour of the soil on aerial photos. The Adige River, before reaching the Po Plain, ¯ows in a deep NNE±SSW valley for tens of kilometres between Bolzano and Verona (Fig. 19). The bottom of the valley is ®lled by hundreds of metres of alluvial deposits and is surrounded by high carbonate and volcanic mountains. Particularly, Mesozoic limestones characterised by NNE±SSW thrusts and transpressive structures build up the western sector Fig. 18. Sketch of the trench excavated longitudinally to the canal across the Trasacco Fault. The fault is expressed by several shear planes (bold solid lines) that displace the sur®cial deposits (including the post-Roman ®lling of the canal) with a domino effect. P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 Fig. 19. Seismotectonic sketch of the Adige River region. Historical seismicity is modi®ed after Camassi and Stucchi (1997). The two paleoseismic sites in the southern part of the region are reported in Galadini et al. (2001). (Giudicarie trend; Doglioni and Bosellini, 1987), while the eastern sector consist of the quasi-tabular `Piattaforma por®rica Atesina' (Permian volcanic rocks) outcrops. As a result of the recent glacial history, there are few remains of preglacial Quaternary deposits and landforms. The lack of signi®cant Quaternary outcrops makes it very dif®cult to de®ne a reliable framework of Quaternary and active tectonics. As for the seismicity, we can consider this area silent during all the historical period with the 307 exception of the Garda Lake area, which is characterised by moderate seismicity (Galadini et al., 2001) and of the piedmont area (see problem concerning the 1117 event: Galadini and Galli, 2001). The archaeoseismological case we are dealing with is located in the village of Egna (Neumarkt, Alto Adige). On the distal part of a large, ¯at Holocene alluvial fan, in the eighties, archaeologists discovered a 30 £ 25 m Roman building, belonging to the type of villa rustica which was widespread in the region. The building has a central courtyard around which several rooms are aligned on the northern, western and southern sides. On the eastern side, eight pillar bases have been interpreted as the support of a portico. All the walls are 45 cm thick and rest on a 70±90 cm thick and 80±90 deep foundation. The materials are mainly constituted by rounded pebbles and stones of local lithology (sandstones, porphyries, porphyrites; size 20±40 cm) linked by lime mortar. The considerable dimension of the foundations allow one to hypothesise that the structure was build up on two stores, with a displuvium toward the exterior. The wall and the foundations of the villa, apart from the eastern ones, are affected by fractures and displacement (Fig. 20a). Moreover, the mortar ¯oor of the courtyard presented a net scarp of about 50 cm between the northern and the southern walls. A minor scarp was observable in the NW corner of the courtyard, aligned with other fractures in the wall. The northern wall of the courtyard is cut by four NNE±SSW fault planes that, in the whole, drag horizontally the western portion for 33 cm northwards (that is in the opposite direction in comparison with the Adige River ¯ow). This wall is also vertically displaced, presenting a gently U-shaped deformation from east to west. The horizontal motion, well evident also in the western wall (displaced and clockwise rotated), strongly reduces on the southern wall, where few centimetres of slip are still detectable. Considering that the villa was originally built up on a perfect horizontal plane (as usual for the Romans), its SE corner (the farthest from the eastern fault) is at an elevation of 73 cm higher than the western wall and of 90 cm in comparison with the area of maximum lowering between the eastern and western faults. The eastern fault cuts both the northern and southern walls and, probably, also the surrounding wall of the villa (not exposed). The western faults 308 P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 Fig. 20. (a) Map of the Roman house of Egna displaced by the NNE±SSW strike-slip fault. (b) Hypothetical reconstruction of the ruins of the house immediately after the earthquakes that destroyed the site in the 3rd century ad. The log of trench 6 show the offset of the foundation deposits, which had been affected by a previous event about 2581±2197 bc. cut the northern and western walls and could be in en echelon relation with the former. In order to characterise more precisely the sur®cial deformation, during 1996, we performed seven paleoseismological trenches within the archaeological site, with a depth ranging between 2 and 6 m (Galadini and Galli, 1999b). Trench analyses showed that the sur®cial deformations of the masonry were probably produced by faulting that occurred during the life of the villa (a previous event was inferred from trench 6 to have occurred about 2581±2197 bc; Figs. 20b and 21). The ®ndings and the radiocarbon datings coming from the villa and the stratigraphical reconstruction of the area allow us to date the construction of the building in the half of the 1st century ad, while its life period proceeded after 153 ad (coin of Antoninus Pius, 25th tribunicia potestas) until its abandonment occurred in the ®rst half of the 3rd century ad. This date is con®rmed also by the data coming from the nearby necropolis, whose latest tomb goes back to the ®rst half of the 3rd century ad. After the disruption of the villa, the stonework, the roof and the timber has been systematically removed and the whole structure has been reduced to the top of the foundation (part of the southern structure also missed the upper level of the foundation) or, in the area lowered by the fault, to the base of the wall. The successive cleaning phase (®ndings dated between the second half of the 3rd century and 320±430 ad), as suggested by the presence of an alluvial sand level on the mortar ¯oor, occurred some decades or a century after the destruction of the villa. In our opinion, the displacement of the Roman villa and the underlying deposits may be explained by the occurrence of an unknown 3rd century earthquake, strong enough to induce surface faulting. This earthquake could be connected to the activity of the Giudicarie fault system. A review of the scienti®c literature concerning archaeological sites in the region (in Galadini and Galli, 1999b; see archaeological sites of Fig. 19) highlights the existence of phases of destruction/ reconstruction roughly concentrated around the second half of the third period. This fact allows us to hypothesise that the Egna case can re¯ect a regional P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 309 Fig. 21. View of the trenches excavated in the northern sector of the Egna villa. Arrows indicate the trace of the faults affecting the Holocene deposits and the walls of the villa. Dashed line represents the top of the displaced foundation of the northern wall. In this amazing place, the town council of Egna-Neumarkt has now built a three-storeyed house. event of destruction induced by a strong earthquake in an area currently considered aseismic. 7. Conclusions One of the main problems that scientists involved in archaeoseismic studies usually face is the distinction of dynamic damage from static damage, and to some extent, also from man-induced damage. Often, archaeologists use the presumed archaeoseismic data mainly in terms of a simple explanation of abrupt changes in history of the site, or for the explanation of features of ancient damage ranging from disruption levels to more speci®c signs of displacement, tilting and collapse. Moreover, they sometimes use the seismic disaster on a local scale without considering the actual areal effects of a strong earthquake. On the other hand, while sometimes archaeologists, who face ®eld evidence of damage, use the generic occurrence of earthquakes in a region to justify the attribution of damage to seismicity, the geologists use this archaeological interpretation as a ®rm evidence of ongoing seismotectonic activity in the region itself, creating a sort of vicious circle among respective ®eld data and interpretation (see Karcz and Kafri, 1978). Instead, different from archaeoseismic data related only to `damage and collapse', and similar to paleoseismology, the speci®c study of the faulting of archaeological relics allows one to discover previously unknown earthquakes, giving a realistic value of their magnitude and a rough evaluation of the recurrence time (on the basis of the offset and dating of the displaced structures). Moreover, this speci®c archaeoseismic analyses allow the relocation and reevaluation of poorly known earthquakes, providing an excellent epicentral location. In some circumstances, the ®nding of faulted ruins not only demonstrates that known tectonic structures are active, but enables the identi®cation of new ones. From a general point of view, the faulting of a stiff rectilinear structure allows one to evaluate precisely the amount of vertical and especially, horizontal offset. This fact enhance the importance of the archaeoseismic data since in natural outcrops, offsets (and especially the horizontal ones) are usually dif®cult to evaluate precisely, even by means of geomorphic and paleoseismological analyses (i.e. trenches). 310 P. Galli, F. Galadini / Tectonophysics 335 (2001) 291±312 Moreover, the observation of the deformation induced on the architectural relicts enables us to evaluate the possible behaviour of modern stiff structures if affected by surface faulting, thus providing an useful contribution to vulnerability studies (i.e. back-®tting or vulnerability reduction of existing structures). In particular, we observed that the masonry structures crossed with a high angle of incidence (i.e. sub-parallely) by strike-slip faults arrange the movement either by rotating entire blocks of the wall clockwise or counterclockwise (for dextral and sinistral slip, respectively), or refracting locally the fracture perpendicularly to the long axis of the structure. The quasiductile behaviour of some walls affected by horizontal slip (e.g. the Chalara and Jacob Ford cases) in comparison with the brittle and abrupt fracture of the other cases could instead re¯ect a different value of the rupture velocity of the fault at the surface. We could tentatively hypothesise that this behaviour is indicative of low velocity rupture (i.e. CEB, 1988). As far as the case histories reported in this paper we can resume that: (1) The surface faulting cases along the AJF con®rm the occurrence of strong earthquakes in the past, whose epicentre can now be located in the Dead Sea Rift Valley and in the Jordan Valley. This is particularly important for a region, the Wadi Araba, which is seismically silent (and apparently aseismic) since many centuries ago. These earthquakes are partly identi®ed with the known historical and prehistorical events, whose location can now be shifted along the different strands of the AJF and whose age, magnitude and kinematics are now supported by ®eld data. (2) The faulting at the Phestos site identi®es a new, although secondary, active tectonic structure. Its kinematics highlights a component of the active stress of the region. If con®rmed by the study in progress, the dating at the 4th century ad will allow one to bound de®nitely the location of the famous 365 ad earthquake in the SW part of Crete. (3) The Fucino case permits the relocation of a poorly known earthquake, whose unique effect was previously reported in Rome (about 90 km away from Fucino). The discussion of this case constrains precisely the time interval between events characterised by M 7 in the Fucino region (about 1400 years between the Late Roman and the last one, occurred in 1915). Moreover, the damage attribution in the Coliseum to an Apennine earthquake yields important implications about the seismic hazard of Rome, which is generally characterised by a low local seismicity. (4) The discovery of a strong, unknown earthquake in the Adige Valley (a region which is presently considered aseismic) represents an important contribution to the evaluation of the active stress and of the seismic hazard in that region. Moreover, the record in an old seismic compilation (Della Corte, 1594) of an earthquake that would have struck this region in the 245 ad (the same period for the Egna faulting evidence), should now be reconsidered. Finally, this review of case histories of faulting of archaeological relics in regions so different and far from the other (from the geodynamic, kinematics, seismic and historical point of view) highlights the powerful capacity of the archaeoseismic tool in evaluating and characterising the seismogenetic processes, and suggest that archaeoseismology should, in future, be considered as something more signi®cant than a `nice addendum in tectonic studies'. Acknowledgements We are grateful to Prof. E. La Rosa who introduced us to the Phestos site and to Dr N. Cucuzza who supported our data researches in Crete. We also thank Prof. D. Whitcomb for the discussion on Ayla, B. Sunna and A. Israeli for their logistic support in Jordan and Israel and J. 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