MAGNITUDE-DISTANCE RELATIONS FOR LIQUEFACTION IN SOIL FROM EARTHQUAKES

被引:0
|
作者
PAPADOPOULOS, GA [1 ]
LEFKOPOULOS, G [1 ]
机构
[1] HELLEN AF ACAD,GEOL & GEOPHYS SECT,ATHENS,GREECE
关键词
D O I
暂无
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
The review of a large number of historical documents and scientific publications revealed that at least 30 cases of liquefaction in soil from earthquakes of M(s) = 5.8 to 7.2 have been observed in Greece since 1767. Liquefaction usually occurs in the epicentral area of earthquakes. However. maximum epicentral and fault distances, R(e) and R(f), generally increase with the earthquake magnitude, M, which is consistent with similar increase observed in other parts of the world. We propose equations approximating the limiting distances R(e) and R(f) as a function of M. By supplementing the Greek liquefaction data with a worldwide compilation of Ambraseys (1988) and using published observations for recent liquefaction cases in New Zealand, California, Venezuela, Iran, and the Philippines we also propose a slight modification of the M / R(e) and M / R(f) relations suggested by Ambraseys (1988).
引用
收藏
页码:925 / 938
页数:14
相关论文
共 50 条
  • [41] Regression Relations for Conversion of Various Magnitude Types and Catalogs for the Earthquakes of Turkey and Vicinity
    Civgin, Begum
    SEISMOLOGICAL RESEARCH LETTERS, 2015, 86 (03) : 876 - 889
  • [42] Review of soil liquefaction characteristics during major earthquakes in recent twenty years and liquefaction susceptibility criteria for soils
    Chen Guo-xing
    Jin Dan-dan
    Chang Xiang-dong
    Li Xiao-jun
    Zhou Guo-liang
    ROCK AND SOIL MECHANICS, 2013, 34 (10) : 2737 - 2755
  • [43] Review of soil liquefaction characteristics during major earthquakes in recent twenty years and liquefaction susceptibility criteria for soils
    Chen, Guo-Xing
    Jin, Dan-Dan
    Chang, Xiang-Dong
    Li, Xiao-Jun
    Zhou, Guo-Liang
    Chen, G.-X. (gxchen@njut.edu.cn), 1600, Academia Sinica (34): : 2737 - 2755
  • [44] SOIL LIQUEFACTION AND CYCLIC MOBILITY EVALUATION FOR LEVEL GROUND DURING EARTHQUAKES - CLOSURE
    SEED, HB
    JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1980, 106 (06): : 724 - 724
  • [45] Sinking during earthquakes: Critical acceleration criteria control drained soil liquefaction
    Clement, C.
    Toussaint, R.
    Stojanova, M.
    Aharonov, E.
    PHYSICAL REVIEW E, 2018, 97 (02)
  • [46] Simple considerations of liquefaction due to earthquakes and flow failures of slopes in sandy soil
    Srbulov, Milutin
    Ingegneria Sismica, 2010, 27 (03): : 7 - 16
  • [47] Liquefaction due to earthquakes - structural analysis with load actions and soil resistances.
    Goedecke, Joerg-Henrik
    Goedecke, Heinz-Joachim
    BAUTECHNIK, 2010, 87 (10) : 604 - 613
  • [48] P-WAVE AMPLITUDE VARIATION WITH EPICENTRAL DISTANCE AND MAGNITUDE RELATIONS
    KAILA, KL
    SARKAR, D
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 1975, 65 (04) : 915 - 926
  • [49] Closeness and Distance Relations in Order of Magnitude Qualitative Reasoning via PDL
    Burrieza, Alfredo
    Munoz-Velasco, Emilio
    Ojeda-Aciego, Manuel
    CURRENT TOPICS IN ARTIFICIAL INTELLIGENCE, 2010, 5988 : 71 - +
  • [50] Magnitude relations between the teleseismic mb, the regional mR and Mw for intraplate earthquakes in Brazil
    Assumpcao, Marcelo
    Carvalho, Juraci M.
    Dias, Fabio L.
    Drouet, Stephane
    Barbosa, Jose Roberto
    de Bianchi, Marcelo Belentani
    Collaco, Bruno
    JOURNAL OF SOUTH AMERICAN EARTH SCIENCES, 2022, 120