A model for natural soil with bonds

Geotechnique

Volumn 61, Issue 2, 2011, Pages 95-106

  Yan, W M ^a   Li, X S ^b  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

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

Author keywords

Clays; Constitutive relations; Numerical modelling; Plasticity; Shear strength; Theoretical analysis

Indexed keywords

BONDING ENERGIES; CALIBRATION PROCEDURE; CAM-CLAY MODEL; COLLINS; CONSTITUTIVE RELATIONS; CRITICAL-STATE; DISSIPATION RATES; EVOLUTION LAW; INTERNAL ENERGIES; MATERIAL CONSTANT; MATERIAL PARAMETER; MODEL RESPONSE; MODEL SIMULATION; MOHR-COULOMB; NATURAL SOILS; NUMERICAL MODELLING; REPRESENTATIVE TESTING; THEORETICAL ANALYSIS; THERMODYNAMIC FORCES; TRIAXIAL LOADING; YIELD SURFACE;

COMPUTER SIMULATION; FAILURE ANALYSIS; LOADING; NUMERICAL METHODS; PLASTICITY; SHEAR STRENGTH; SOIL TESTING; SOILS;

GEOLOGIC MODELS;

CALIBRATION; CAM-CLAY MODEL; CLAY SOIL; CONSTITUTIVE EQUATION; COULOMB CRITERION; CRITICAL STATE; DEFORMATION; DISSIPATION; NUMERICAL MODEL; PLASTICITY; SHEAR STRENGTH; THEORETICAL STUDY; THERMODYNAMICS;

EID: 79551577686     PISSN: 00168505     EISSN: 17517656     Source Type: Journal    
DOI: 10.1680/geot.8.P.061     Document Type: Article

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