Performance of a three-dimensional Hvorslev-modified Cam clay model for overconsolidated clay

International Journal of Geomechanics

Volumn 4, Issue 4, 2004, Pages 296-309

  Mita, K A ^a   Dasari, G R ^b   Lo, K W ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

^b EXXONMOBIL UPSTREAM RESEARCH COMPANY   (United States)

Author keywords

Biaxial tests; Models; Overconsolidated clays; Triaxial tests

Indexed keywords

DEFORMATION; FAILURE ANALYSIS; SOIL MECHANICS; STRAIN; STRESS ANALYSIS; THREE DIMENSIONAL;

MODIFIED CAM CLAY (MCC); THREE-DIMENSIONAL (3D) STRESSES; TRIAXIAL COMPRESSION; TRIAXIAL TESTS;

CLAY;

BIAXIAL TEST; CLAY; OVERCONSOLIDATION; SOIL MECHANICS; STRESS-STRAIN RELATIONSHIP; TRIAXIAL TEST;

EID: 10344242439     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2004)4:4(296)     Document Type: Article

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