A rational method for development of limit state for liquefaction evaluation based on shear wave velocity measurements

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 24, Issue 1, 2000, Pages 1-27

  Juang, C Hsein ^a   Chen, Caroline J ^a  

^a AMRL   (United States)

Author keywords

Artificial neural network; Case history; Limit state; Liquefaction potential; Shear wave velocity; Simplified chart

Indexed keywords

EARTHQUAKE EFFECTS; MATHEMATICAL MODELS; NEURAL NETWORKS; SHEAR WAVES; VELOCITY MEASUREMENT;

CYCLIC RESISTANCE RATIO; LIMIT STATE; SOIL RESISTANCE PARAMETERS;

SOIL LIQUEFACTION;

ARTIFICIAL NEURAL NETWORK; LIQUEFACTION; S-WAVE; SOIL DYNAMICS; WAVE VELOCITY;

EID: 0034103581     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(200001)24:1<1::AID-NAG49>3.0.CO;2-I     Document Type: Article

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