CPT-based probabilistic and deterministic assessment of in situ seismic soil liquefaction potential

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 132, Issue 8, 2006, Pages 1032-1051

  Moss, R E S ^a   Seed, R B ^b   Kayen, R E ^c   Stewart, J P ^d   Der Kiureghian, A ^b   Cetin, K O ^e  

^a CALIFORNIA POLYTECHNIC STATE UNIVERSITY   (United States)

^b 109 McLaughlin Hall   (United States)

^c U S GEOLOGICAL SURVEY   (United States)

^d UNIVERSITY OF CALIFORNIA   (United States)

^e MIDDLE EAST TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Cone penetration tests; Cyclic loads; Earthquakes; In situ tests; Liquefaction; Probabilistic methods; Seismic effects

Indexed keywords

CYCLIC LOADS; EARTHQUAKE EFFECTS; PROBABILITY; REGRESSION ANALYSIS; SEISMOLOGY; SOIL MECHANICS; STRESSES;

BAYESIAN FRAMEWORK; CONE PENETRATION TEST (CPT); DETERMINISTIC CORRELATION; PROBABILISTIC TRIGGERING CORRELATIONS;

SOIL LIQUEFACTION;

CONE PENETRATION TEST; CYCLIC LOADING; EARTHQUAKE; IN SITU TEST; LIQUEFACTION; PROBABILITY; SEISMICITY;

CONE; MATHEMATICAL ANALYSIS; SOIL BURIAL TEST;

EID: 33746129127     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:8(1032)     Document Type: Article

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