The strength criterion and elastoplastic constitutive model of frozen soil under high confining pressures

Cold Regions Science and Technology

Volumn 60, Issue 2, 2010, Pages 154-160

  Yang, Yugui ^a   Lai, Yuanming ^a   Dong, Yuanhong ^a   Li, Shuangyang ^a  

^a Chinese Academy of Sciences   (China)

Author keywords

Constitutive model; Failure criterion; Frozen soil; High confining pressures

Indexed keywords

CONFINING PRESSURES; ELASTOPLASTIC CONSTITUTIVE MODEL; ENGINEERING ACTIVITIES; FAILURE CRITERIA; HIGH CONFINING PRESSURE; MODELING RESULTS; NON-ASSOCIATED FLOW RULE; PEAK VALUES; PLASTIC POTENTIALS; PRESSURE MELTING; STRENGTH CRITERIA; TRIAXIAL COMPRESSIVE TESTS; YIELD CONDITIONS; YIELD SURFACE;

CONSTITUTIVE MODELS; ELASTOPLASTICITY; FROZEN SOILS; ROCK PRESSURE; SAFETY ENGINEERING;

GEOLOGIC MODELS;

COMPRESSIVE STRENGTH; CONFINING PRESSURE; CRUSHING; DEFORMATION MECHANISM; ELASTOPLASTICITY; EXPERIMENTAL STUDY; FROZEN GROUND; MODEL VALIDATION; TRIAXIAL TEST;

EID: 71349088572     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coldregions.2009.09.001     Document Type: Article

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