Recurrent liquefaction-induced failures triggered by 2014 Cephalonia, Greece earthquakes: Spatial distribution and quantitative analysis of liquefaction potential

被引:35
作者
Papathanassiou, George [1 ]
Ganas, Athanassios [2 ]
Valkaniotis, Sotirios [3 ]
机构
[1] Aristotle Univ Thessaloniki, Dept Geol, Thessaloniki, Greece
[2] Natl Observ Athens, Inst Geodynam, Athens, Greece
[3] Koronidos Str 9, Trikala 42100, Greece
关键词
Liquefaction; Quay wall; Lixouri; Earthquake; Sand boils; Greece; IONIAN SEA; DEFORMATION; TRANSFORM; MAGNITUDE; SEQUENCE; DISTANCE; LEFKADA;
D O I
10.1016/j.enggeo.2015.11.011
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Two earthquakes occurred on January, 26 and February, 3 2014 of Mw 6.1 and Mw 6.0, respectively, onshore the island of Cephalonia, Greece. The environmental effects e.g. rockfalls, liquefaction and ground cracks triggered by the events were widespread at the western part of the island and mainly in the peninsula of Pallid. The most remarkable characteristics of these two events were the generation of strong ground motion, the highest ever recorded in Greece and the recurrent liquefaction phenomena at the waterfront areas of Lixouri and Argostoli. In addition, the grain size distribution curves of soil samples collected along the seafront area at Lixouri indicated a sandy ejecta and are plotted in the range of possibility of liquefaction defined by Tsuchida (1971). By taking into account the data provided by three post-earthquake field trips that took place immediately after the first and the second earthquake, and the information provided by geotechnical boreholes drilled along the shoreline in Lixouri, a quantitative description of the liquefaction-induced deformations and a preliminary failure mode of the waterfront structures in Lixouri are presented in this study. As an outcome, a post-liquefaction induced settlement of approximate to 16 cm at two sites was computed. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:18 / 30
页数:13
相关论文
共 47 条
[1]  
Albini P., 1994, Materials for the CEC Project Review of Historical Seismicity in Europe, VVolume 2, P11
[2]   ENGINEERING SEISMOLOGY [J].
AMBRASEYS, NN .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1988, 17 (01) :1-105
[3]  
[Anonymous], COASTLINE REPORTS
[4]  
Barbiani D.G., 1864, MEMOIRES TREMBLEMENT
[5]   The February 2014 Cephalonia Earthquake (Greece): 3D Deformation Field and Source Modeling from Multiple SAR Techniques [J].
Boncori, John Peter Merryman ;
Papoutsis, Ioannis ;
Pezzo, Giuseppe ;
Tolomei, Cristiano ;
Atzori, Simone ;
Ganas, Athanassios ;
Karastathis, Vassilios ;
Salvi, Stefano ;
Kontoes, Charalampos ;
Antonioli, A. .
SEISMOLOGICAL RESEARCH LETTERS, 2015, 86 (01) :124-137
[6]  
*BP CO LTD, 1971, 10 BP CO LTD I GEOL
[7]   Assessment of the liquefaction susceptibility of fine-grained soils [J].
Bray, Jonathan D. ;
Sam, Rodolfo B. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2006, 132 (09) :1165-1177
[8]  
Galanopoulos A.G., 1955, Ann. Geogol. Pays Hellen, V6, P83
[9]   GPS-derived estimates of crustal deformation in the central and north Ionian Sea, Greece: 3-yr results from NOANET continuous network data [J].
Ganas, A. ;
Marinou, A. ;
Anastasiou, D. ;
Paradissis, D. ;
Papazissi, K. ;
Tzavaras, P. ;
Drakatos, G. .
JOURNAL OF GEODYNAMICS, 2013, 67 :62-71
[10]  
Ganas A, 2013, B GEOLOGICAL SOC GRE, VXLVII