Constitutive modeling of flow liquefaction and cyclic mobility

Proceedings of Sessions of Geo-Denver 2000 - Computer Simulation of Earthquake Effects, GSP 110

Volumn 298, Issue , 2000, Pages 81-98

  Li, X S ^a   Ming, H Y ^a   Cai, Z Y ^a  

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

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY); EARTHQUAKE EFFECTS; EARTHQUAKES; LIQUEFACTION; PROGRAMMING THEORY; SEISMOLOGY; SOILS;

CONFINING PRESSURES; CONSTITUTIVE MODELING; CRITICAL STATE; CURRENT PRACTICES; CYCLIC MOBILITIES; FAILURE MECHANISMS; FLOW LIQUEFACTIONS; GRANULAR SOILS; MATERIAL CONSTANTS; STATE DEPENDENTS; STRESS DILATANCIES; STRESS STATE; UNIFIED APPROACHES; UNIFIED FRAMEWORKS;

SOIL LIQUEFACTION;

EID: 0037795070     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40523(298)5     Document Type: Conference Paper

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