On failure criteria for anisotropic cohesive-frictional materials

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 25, Issue 5, 2001, Pages 509-524

  Pietruszczak, S ^a   Mroz, Z ^a,b  

^a MCMASTER UNIVERSITY   (Canada)

^b INSTITUTE OF FUNDAMENTAL TECHNOLOGICAL RESEARCH   (Poland)

Author keywords

Failure criterion; Inherent anisotropy; Microstructure tensor

Indexed keywords

ANISOTROPY; FAILURE ANALYSIS; FRICTION; MICROSTRUCTURE; NUMERICAL ANALYSIS; TENSORS;

UNIAXIAL COMPRESSION TESTS;

MECHANICS;

FAILURE; SOIL;

ANISOTROPY; COHESIVE SOIL; FAILURE MECHANISM; GEOMECHANICS;

EID: 0035946388     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.141     Document Type: Article

References (14)

1. Assessment of some failure criteria for strongly anisotropic materials
2. A general theory of strength of anisotropic materials
3. Plasticity theory for anisotropic rocks and soils
4. Equilibre limite des sols anisotropes
5. The failure of transversely anisotropic rocks in triaxial compression
6. Constitutive modeling of geomaterials with account for deformation anisotropy
7. On inelastic behaviour of anisotropic frictional materials
8. A fracture criterion for brittle anisotropic rock
9. Empirical strength criterion for rock masses
10. Strength of jointed rock masses
11. Formulation of anisotropic failure criteria incorporating a microstructure tensor
12. Anisotropic strength of cohesionless sand
13. Experimental study of anisotropic shear strength of sand by plane strain test