Laboratory and theoretical investigations on the deformation and strength behaviors of artificial frozen soil

Cold Regions Science and Technology

Volumn 64, Issue 1, 2010, Pages 39-45

  Yang, Yugui ^a   Lai, Yuanming ^a   Chang, Xiaoxiao ^a  

^a Chinese Academy of Sciences   (China)

Author keywords

Artificial frozen soil; Generalized cohesion; Generalized internal friction angle; Stress strain relationship

Indexed keywords

ARTIFICIAL FROZEN SOIL; CONFINING PRESSURES; DEFORMATION AND STRENGTH; GENERALIZED COHESION; GENERALIZED INTERNAL FRICTION ANGLE; HIGH CONFINING PRESSURE; HIGH WATER CONTENT; INTERNAL FRICTION ANGLE; LOW CONFINING PRESSURE; LOW WATER-CONTENT; MECHANICAL CHARACTERISTICS; NON-LINEAR; SHEARING PROCESS; STRAIN HARDENING BEHAVIOR; STRAIN SOFTENING; STRENGTH CHARACTERISTICS; STRESS-STRAIN RELATIONSHIP; STRESS-STRAIN RELATIONSHIPS; THEORETICAL INVESTIGATIONS; TRIAXIAL COMPRESSION TESTS;

ADHESION; COMPRESSION TESTING; ELASTIC WAVES; HYPERBOLIC FUNCTIONS; INTERNAL FRICTION; PLASTICITY; ROCK PRESSURE; SAND; STRAIN HARDENING; STRESS-STRAIN CURVES; STRESSES; TRIBOLOGY; WATER CONTENT;

FROZEN SOILS;

COHESION; CONFINING PRESSURE; COULOMB CRITERION; DEFORMATION; FRICTION; FROZEN GROUND; LABORATORY METHOD; MOHR THEORY; SOIL; SOIL STRENGTH; STRESS-STRAIN RELATIONSHIP; THEORETICAL STUDY; WATER CONTENT;

EID: 77956455906     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coldregions.2010.07.003     Document Type: Article

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