TY - JOUR
T1 - Geotechnical reconnaissance findings of the October 30 2020, Mw7.0 Samos Island (Aegean Sea) earthquake
AU - Ziotopoulou, Katerina
AU - Cetin, Kemal Onder
AU - Pelekis, Panagiotis
AU - Altun, Selim
AU - Klimis, Nikolaos
AU - Sezer, Alper
AU - Rovithis, Emmanouil
AU - Yılmaz, Mustafa Tolga
AU - Papadimitriou, Achilleas G.
AU - Gulerce, Zeynep
AU - Can, Gizem
AU - Ilgac, Makbule
AU - Cakır, Elife
AU - Soylemez, Berkan
AU - Al-Suhaily, Ahmed
AU - Elsaid, Alaa
AU - Zarzour, Moutasem
AU - Ecemis, Nurhan
AU - Unutmaz, Berna
AU - Kockar, Mustafa Kerem
AU - Akgun, Mustafa
AU - Kincal, Cem
AU - Bayat, Ece Eseller
AU - Ozener, Pelin Tohumcu
AU - Stewart, Jonathan P.
AU - Mylonakis, George
N1 - Funding Information:
The authors are indebted to Professor George Bouckovalas of the National Technical University of Athens, Prof. Dr. Atilla Ansal of Ozyegin University, Istanbul, Prof. Dr. Ayfer Erkin of Istanbul Technical University, Prof. Dr. Bilge Siyahi of Gebze Technical University, Istanbul for their valuable review of this work, and their insightful comments that significantly improved many of the discussions presented herein, particularly those pertaining to the seismic performance of foundation systems and seismic response of port facilities. The authors would also like to deeply thank external contributors who kindly provided data and assistance with carrying out field measurements included in this paper. In this regard, George Milionis, Geologist, provided the boreholes log data for BH1, BH2, BH3 and BH4 shown in Figure 33 while the borehole log data for BH5 shown in the same figure was provided by Peggy Sechioti, employee of the Hellenic Ministry of Infrastructure and Transport. MASW field measurements by Prof. P. Pelekis were supported by Vasilis Christopoulos, laboratory member, and Paraskevi Paliatsa, postgraduate student, Civil Engineering Department, University of Patras. The members of Middle East Technical University, Ankara were partially funded by reconnaissance funds of METU, which is greatly appreciated. The authors are also thankful to Professor K. Antonopoulos and Gurel Ozdemir for sharing photographs from local earthquake damages, and to Dr. Prodromos Psarropoulos, who did reconnaissance work as member of the HAEE/ETAM geotechnical team, for sharing information. Their valuable contribution is gratefully acknowledged. Financial support to the U-Patras team was provided by HAEE/ETAM. Prof Katerina Ziotopoulou’s field reconnaissance and participation was supported by the NSF-sponsored Geotechnical Extreme Events Reconnaissance (GEER) association. The work of the GEER Association, in general, is based upon work supported in part by the National Science Foundation through the Geotechnical Engineering Program under Grant No. CMMI-1826118. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the NSF. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. The GEER Association is made possible by the vision and support of the NSF Geotechnical Engineering Program Directors: Dr. Richard Fragaszy and the late Dr. Cliff Astill. Last but not least, the authors are grateful to the anonymous reviewers who provided constructive feedback that improved the work.
Funding Information:
The authors are indebted to Professor George Bouckovalas of the National Technical University of Athens, Prof. Dr. Atilla Ansal of Ozyegin University, Istanbul, Prof. Dr. Ayfer Erkin of Istanbul Technical University, Prof. Dr. Bilge Siyahi of Gebze Technical University, Istanbul for their valuable review of this work, and their insightful comments that significantly improved many of the discussions presented herein, particularly those pertaining to the seismic performance of foundation systems and seismic response of port facilities. The authors would also like to deeply thank external contributors who kindly provided data and assistance with carrying out field measurements included in this paper. In this regard, George Milionis, Geologist, provided the boreholes log data for BH1, BH2, BH3 and BH4 shown in Figure while the borehole log data for BH5 shown in the same figure was provided by Peggy Sechioti, employee of the Hellenic Ministry of Infrastructure and Transport. MASW field measurements by Prof. P. Pelekis were supported by Vasilis Christopoulos, laboratory member, and Paraskevi Paliatsa, postgraduate student, Civil Engineering Department, University of Patras. The members of Middle East Technical University, Ankara were partially funded by reconnaissance funds of METU, which is greatly appreciated. The authors are also thankful to Professor K. Antonopoulos and Gurel Ozdemir for sharing photographs from local earthquake damages, and to Dr. Prodromos Psarropoulos, who did reconnaissance work as member of the HAEE/ETAM geotechnical team, for sharing information. Their valuable contribution is gratefully acknowledged. Financial support to the U-Patras team was provided by HAEE/ETAM. Prof Katerina Ziotopoulou’s field reconnaissance and participation was supported by the NSF-sponsored Geotechnical Extreme Events Reconnaissance (GEER) association. The work of the GEER Association, in general, is based upon work supported in part by the National Science Foundation through the Geotechnical Engineering Program under Grant No. CMMI-1826118. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the NSF. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. The GEER Association is made possible by the vision and support of the NSF Geotechnical Engineering Program Directors: Dr. Richard Fragaszy and the late Dr. Cliff Astill. Last but not least, the authors are grateful to the anonymous reviewers who provided constructive feedback that improved the work.
Publisher Copyright:
© 2022, The Author(s).
PY - 2022/11
Y1 - 2022/11
N2 - On October 30, 2020 14:51 (UTC), a moment magnitude (Mw) of 7.0 (USGS, EMSC) earthquake occurred in the Aegean Sea north of the island of Samos, Greece. Turkish and Hellenic geotechnical reconnaissance teams were deployed immediately after the event and their findings are documented herein. The predominantly observed failure mechanism was that of earthquake-induced liquefaction and its associated impacts. Such failures are presented and discussed together with a preliminary assessment of the performance of building foundations, slopes and deep excavations, retaining structures and quay walls. On the Anatolian side (Turkey), and with the exception of the Izmir-Bayrakli region where significant site effects were observed, no major geotechnical effects were observed in the form of foundation failures, surface manifestation of liquefaction and lateral soil spreading, rock falls/landslides, failures of deep excavations, retaining structures, quay walls, and subway tunnels. In Samos (Greece), evidence of liquefaction, lateral spreading and damage to quay walls in ports were observed on the northern side of the island. Despite the proximity to the fault (about 10 km), the amplitude and the duration of shaking, the associated liquefaction phenomena were not pervasive. It is further unclear whether the damage to quay walls was due to liquefaction of the underlying soil, or merely due to the inertia of those structures, in conjunction with the presence of soft (yet not necessarily liquefied) foundation soil. A number of rockfalls/landslides were observed but the relevant phenomena were not particularly severe. Similar to the Anatolian side, no failures of engineered retaining structures and major infrastructure such as dams, bridges, viaducts, tunnels were observed in the island of Samos which can be mostly attributed to the lack of such infrastructure.
AB - On October 30, 2020 14:51 (UTC), a moment magnitude (Mw) of 7.0 (USGS, EMSC) earthquake occurred in the Aegean Sea north of the island of Samos, Greece. Turkish and Hellenic geotechnical reconnaissance teams were deployed immediately after the event and their findings are documented herein. The predominantly observed failure mechanism was that of earthquake-induced liquefaction and its associated impacts. Such failures are presented and discussed together with a preliminary assessment of the performance of building foundations, slopes and deep excavations, retaining structures and quay walls. On the Anatolian side (Turkey), and with the exception of the Izmir-Bayrakli region where significant site effects were observed, no major geotechnical effects were observed in the form of foundation failures, surface manifestation of liquefaction and lateral soil spreading, rock falls/landslides, failures of deep excavations, retaining structures, quay walls, and subway tunnels. In Samos (Greece), evidence of liquefaction, lateral spreading and damage to quay walls in ports were observed on the northern side of the island. Despite the proximity to the fault (about 10 km), the amplitude and the duration of shaking, the associated liquefaction phenomena were not pervasive. It is further unclear whether the damage to quay walls was due to liquefaction of the underlying soil, or merely due to the inertia of those structures, in conjunction with the presence of soft (yet not necessarily liquefied) foundation soil. A number of rockfalls/landslides were observed but the relevant phenomena were not particularly severe. Similar to the Anatolian side, no failures of engineered retaining structures and major infrastructure such as dams, bridges, viaducts, tunnels were observed in the island of Samos which can be mostly attributed to the lack of such infrastructure.
KW - Foundations
KW - Lateral spreading
KW - Liquefaction
KW - Reconnaissance
KW - Retaining structures
KW - Samos earthquake
KW - Seismic performance
KW - Slopes
UR - https://www.scopus.com/pages/publications/85141358666
U2 - 10.1007/s10518-022-01520-x
DO - 10.1007/s10518-022-01520-x
M3 - Article
AN - SCOPUS:85141358666
SN - 1570-761X
VL - 20
SP - 7819
EP - 7852
JO - Bulletin of Earthquake Engineering
JF - Bulletin of Earthquake Engineering
IS - 14
ER -