Mechanical behavior modeling of thaw-weakened soil

Cold Regions Science and Technology

Volumn 52, Issue 2, 2008, Pages 191-206

  Shoop, Sally ^a   Affleck, Rosa ^a   Haehnel, Robert ^a   Janoo, Vincent ^b  

^a US Army Engineer Research and Development Center   (United States)

^b United Nations Office for Program Services   (Afghanistan)

Author keywords

Calibration; Constitutive relations; Direct shear; Finite element modeling; Frost; Loose; Pavement; Plastic deformation; Rolling wheel; Soft soils; Thaw; Triaxial shear; Wet

Indexed keywords

CONSTITUTIVE MODELS; FINITE ELEMENT METHOD; PAVEMENTS; PLASTIC DEFORMATION; PLASTICITY; SAND; SHEAR DEFORMATION;

FROST-SUSCEPTIBLE SILTY SAND; THAW WEAKENING;

FROZEN SOILS;

CALIBRATION; CONSTITUTIVE EQUATION; EXPERIMENTAL STUDY; FINITE ELEMENT METHOD; FREEZE-THAW CYCLE; FROST; MODEL VALIDATION; MODELING; PAVEMENT; PLASTIC DEFORMATION; SHEAR TEST; SILTY SOIL; TRIAXIAL TEST;

NEW ENGLAND; NORTH AMERICA; UNITED STATES;

EID: 40749134644     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coldregions.2007.04.023     Document Type: Article

References (16)

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