Prediction of pile response to lateral spreading by 3-D soil-water coupled dynamic analysis: Shaking in the direction perpendicular to ground flow

Soil Dynamics and Earthquake Engineering

Volumn 28, Issue 6, 2008, Pages 436-452

  Uzuoka, R ^a   Cubrinovski, M ^b   Sugita, H ^c   Sato, M ^d   Tokimatsu, K ^e   Sento, N ^a   Kazama, M ^a   Zhang, F ^f   Yashima, A ^g   Oka, F ^h  

^a TOHOKU UNIVERSITY   (Japan)

^b UNIVERSITY OF CANTERBURY   (New Zealand)

^c PUBLIC WORKS RESEARCH INSTITUTE   (Japan)

^d NATIONAL RESEARCH INSTITUTE FOR EARTH SCIENCE AND DISASTER PREVENTION   (Japan)

^e TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

^f NAGOYA INSTITUTE OF TECHNOLOGY   (Japan)

^g GIFU UNIVERSITY   (Japan)

^h KYOTO UNIVERSITY   (Japan)

Author keywords

3 D soil water coupled analysis; Liquefaction induced ground flow; Pile group; Shake table test; Soil structure interaction

Indexed keywords

BENDING MOMENTS; COMPUTER SIMULATION; NUMERICAL ANALYSIS; PRESSURE; QUAY WALLS; SEISMIC RESPONSE; SOIL LIQUEFACTION; SOIL STRUCTURE INTERACTIONS;

LIQUEFACTION-INDUCED GROUND FLOW; SHAKE TABLE TEST; SOIL-WATER COUPLED DYNAMIC ANALYSIS;

PILE FOUNDATIONS;

BENDING; EARTH PRESSURE; PILE GROUP; PILE RESPONSE; SEISMIC RESPONSE; SHAKING TABLE TEST; SOIL-STRUCTURE INTERACTION;

EID: 41549155660     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2007.08.007     Document Type: Article

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