Stress-strain relationships and nonlinear Mohr strength criterion of frozen sand clay

Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering

Volumn 26, Issue 8, 2007, Pages 1612-1617

  Lai, Yuanming ^a   Cheng, Hongbin ^a   Gao, Zhihua ^a   Zhang, Shujuan ^a   Chang, Xiaoxiao ^a  

^a Chinese Academy of Sciences   (China)

Author keywords

Frozen sand clay; Improved Duncan Chang model; Nonlinear Mohr strength criterion; Soil mechanics; Stress strain relationship

Indexed keywords

CLAY; SAND; SHEAR STRENGTH; SOIL MECHANICS; STRAIN HARDENING; STRENGTH OF MATERIALS; STRESS-STRAIN CURVES;

CONFINING PRESSURES; FROZEN SAND CLAY; IMPROVED DUNCAN-CHANG MODEL; NONLINEAR MOHR STRENGTH CRITERION; STRAIN SOFTENING; STRESS STRAIN RELATIONSHIP; TRIAXIAL COMPRESSION TESTS;

FROZEN SOILS;

EID: 34548486049     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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