Modelling of inherent anisotropy in sedimentary rocks

International Journal of Solids and Structures

Volumn 39, Issue 3, 2002, Pages 637-648

  Pietruszczak, S ^a   Lydzba, D ^b   Shao, J F ^c  

^a MCMASTER UNIVERSITY   (Canada)

^b WROCLAW UNIVERSITY OF TECHNOLOGY   (Poland)

^c LABORATOIRE DE MÉCANIQUE DE LILLE   (France)

Author keywords

Inherent anisotropy; Microstructure tensor; Plasticity; Sedimentary rocks

Indexed keywords

ANISOTROPY; EIGENVALUES AND EIGENFUNCTIONS; LOADS (FORCES); MATHEMATICAL MODELS; MICROSTRUCTURE; PRESSURE EFFECTS; TENSORS;

INELASTIC RESPONSE;

SEDIMENTARY ROCKS;

MECHANICAL PROPERTY; MICROSTRUCTURE; MODELING; PLASTICITY; SEDIMENTARY ROCK; SHALE; TRIAXIAL TEST;

EID: 0037084915     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(01)00110-X     Document Type: Article

References (20)

1. Intrinsic shear strength of a brittle anisotropic rock - I: Experimental and mechanical interpretation
2. Equilibre limite des sols anisotropes
3. On yielding of oriented solids
4. Experimental study of shear failure in anisotropic rocks
5. Assessment of some failure criteria for strongly anisotropic materials
6. Brittle failure of rock
7. Strength of jointed rock masses
8. Distribution of directional data and fabric tensor
9. Mechanical behaviour of anisotropic rocks
10. Anisotrophie de la dilatance des roches schisteuses
11. The mechanical behaviour of anisotropic sedimentary rocks
12. Laboratory investigation of the mechanical behaviour of Tournemire shale
13. On homogeneous and localized deformation in water-infiltrated soils
14. On failure criteria for anisotropic cohesive-frictional materials
15. Brittle response of concrete as a localization problem
16. An elastoplastic constitutive model for concrete
17. Strength and modulus responses of anisotropic rocks
18. Conditions for the localization of deformation in pressure-sensitive dilatant materials