The effect of a nonlinear Mohr-Coulomb criterion on the stresses and plastic deformation near a circular opening in a poorly consolidated permeable medium

International Journal of Rock Mechanics and Mining Sciences and Geomechanics

Volumn 33, Issue 2, 1996, Pages 197-203

  Wang, Y ^a,b  

^a SHELL GLOBAL SOLUTIONS INTERNATIONAL B V   (United States)

^b GEOTECH LTD   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

CIRCULAR OPENING; DEFORMATION; EXCAVATION; MOHR-COULOMB CRITERION; PORE PRESSURE; STRESS ANALYSIS;

COMPRESSIVE STRENGTH; FLOW OF FLUIDS; FRICTION; HYDRAULICS; MATHEMATICAL MODELS; NUMERICAL METHODS; PLASTIC DEFORMATION; PORE PRESSURE; POROUS MATERIALS; STRESS ANALYSIS; STRESSES; TUNNELS;

CIRCULAR OPENING; CONSTITUTIVE MODELS; NONLINEAR HOEK-BROWN CRITERION; NONLINEAR MOHR-COULOMB CRITERION; STEADY STATE FLOW; UNIAXIAL COMPRESSIVE STRENGTH; UNIFORM FAR FIELD STRESS;

BOREHOLES;

EID: 0030083830     PISSN: 01489062     EISSN: None     Source Type: Journal    
DOI: 10.1016/0148-9062(95)00053-4     Document Type: Article

References (13)

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