CPT-based liquefaction analysis, Part 1: Determination of limit state function

Geotechnique

Volumn 50, Issue 5, 2000, Pages 583-592

  Juang, C H ^a   Chen, C J ^b   Tang, W H ^c   Rosowsky, D V ^a  

^a CLEMSON UNIVERSITY   (United States)

^b URS Greiner Woodward Clyde   (United States)

^c HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

Earthquakes; In situ testing; Liquefaction

Indexed keywords

COMPUTER SIMULATION; EARTHQUAKES; NEURAL NETWORKS; SOIL MECHANICS; SOIL TESTING; STRESS ANALYSIS;

CONE PENETRATION TESTING; CYCLIC RESISTANCE RATIO; CYCLIC STRESS RATIO;

SOIL LIQUEFACTION;

CONE PENETRATION TEST; EARTHQUAKE ENGINEERING; IN SITU TEST; LIMITING FACTOR; LIQUEFACTION;

EID: 0034302748     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2000.50.5.583     Document Type: Article

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