A constitutive model for undrained anisotropic behaviour of clays

Proceedings of the 6th European Conference on Numerical Methods in Geotechnical Engineering - Numerical Methods in Geotechnical Engineering

Volumn , Issue , 2006, Pages 18-25

  Grimstad, G ^a   Nordal, S ^a   Athanasiu, C ^a  

^a NORWEGIAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Norway)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; CLAY MINERALS; FINITE ELEMENT METHOD; GEOLOGIC MODELS; NUMBER THEORY; NUMERICAL METHODS;

DIRECT SIMPLE SHEAR TESTS; FINITE ELEMENT ANALYSIS; FINITE ELEMENT PROGRAMS; INPUT PARAMETERS; LABORATORY TESTS; MATERIAL MODELS; NORMALLY CONSOLIDATED CLAYS; PLANE STRAINS; SOFT CLAYS; SOIL MODELS; UNDRAINED; UNDRAINED BEHAVIORS;

GEOTECHNICAL ENGINEERING;

EID: 56149119711     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (16)

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