Adaptation of existing behaviour models to unsaturated states: Application to CJS model

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 29, Issue 11, 2005, Pages 1127-1155

  Pereira, Jean Michel ^a   Wong, Henry ^a   Dubujet, Philippe ^b   Dangla, Patrick ^c  

^a CNRS   (France)

^b LABORATOIRE DE TRIBOLOGIE ET DYNAMIQUE DES SYSTÈMES   (France)

^c UNIVERSITÉ PARIS EST   (France)

Author keywords

Constitutive model; Effective stress; Elastoplasticity; Equivalent pore pressure; Unsaturated soils; Validation

Indexed keywords

COMPRESSION TESTING; ELASTOPLASTICITY; INTERFACIAL ENERGY; MATHEMATICAL MODELS; PORE PRESSURE; SATURATION (MATERIALS COMPOSITION); STRESSES; VOLUMETRIC ANALYSIS; WETTING;

CONSTITUTIVE MODEL; EFFECTIVE STRESS; ELASTOPLASTIC MODEL; EQUIVALENT PORE PRESSURE; UNSATURATED SOILS; WETTING TESTS;

SOIL MECHANICS;

ELASTOPLASTICITY; NUMERICAL MODEL; UNSATURATED MEDIUM;

EID: 24944475293     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.453     Document Type: Article

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