Explicit integration of bounding surface model for the analysis of earthquake soil liquefaction

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 34, Issue 15, 2010, Pages 1586-1614

  Andrianopoulos, Konstantinos I ^a   Papadimitriou, Achilleas G ^b   Bouckovalas, George D ^a  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

^b UNIVERSITY OF THESSALY   (Greece)

Author keywords

Automatic substepping; Bounding surface; Critical state models; Explicit integration; Liquefaction; Plasticity

Indexed keywords

AUTOMATIC SUBSTEPPING; BOUNDING SURFACE MODEL; BOUNDING SURFACE PLASTICITY; BOUNDING SURFACES; CENTRIFUGE MODEL TEST; COMPLEX STRESS; COMPUTATIONAL COSTS; CONSTITUTIVE RELATIONS; CRITICAL STATE; CRITICAL STATE MODELS; CYCLIC LOADINGS; ELASTIC REGION; ELEMENT LEVEL; ERROR CONTROL; ERROR MAP; EXPLICIT INTEGRATION; EXPLICIT SCHEME; FINITE DIFFERENCE; LATERAL SPREADING; LIQUEFIED SAND LAYERS; LODE ANGLE; MONOTONIC AND CYCLIC LOADING; MONOTONIC LOADING; NEW MODEL; NON-LINEAR; NONCOHESIVE SOIL; PARAMETRIC ANALYSIS; PLASTICITY MODEL; SOIL RESPONSE; STRESS INTEGRATION;

CENTRIFUGATION; COMPUTER SIMULATION; CONSTITUTIVE MODELS; CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY); CYCLIC LOADS; EARTHQUAKES; LOADING; PLASTICITY; SOIL LIQUEFACTION; SOIL MECHANICS; SOILS; STRESS ANALYSIS;

GEOLOGIC MODELS;

CENTRIFUGAL MODEL TEST; COHESIVE SOIL; CONSTITUTIVE EQUATION; CYCLIC LOADING; FINITE DIFFERENCE METHOD; INDUCED SEISMICITY; LIQUEFACTION; PLASTICITY; SOIL DYNAMICS; SOIL MECHANICS;

EID: 78649479132     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.875     Document Type: Article

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