Elastoplastic damage modeling in unsaturated rocks and applications

International Journal of Geomechanics

Volumn 6, Issue 2, 2006, Pages 119-130

  Shao, Jian Fu ^a   Duveau, G ^a   Bourgeois, F ^a   Chen, W Z ^b  

^a LABORATOIRE DE MÉCANIQUE DE LILLE   (France)

^b INSTITUTE OF GEOLOGY AND GEOPHYSICS   (China)

Author keywords

Constitutive models; Damage; Elastoplasticity; Hydromechanics; Porous media; Rock mechanics

Indexed keywords

HYDRODYNAMICS; POROSITY; ROCK MECHANICS; ROCKS; STRAIN MEASUREMENT; STRENGTH OF MATERIALS; TENSILE TESTING;

DAMAGE MODELING; HYDROMECHANICAL MODELING; POROELASTIC BEHAVIOR; POROMECHANICAL BEHAVIOR; UNSATURATED ROCKS;

ELASTOPLASTICITY;

CONSTITUTIVE EQUATION; DAMAGE MECHANICS; ELASTOPLASTICITY; NUMERICAL MODEL; PLASTIC DEFORMATION; POROELASTICITY; POROUS MEDIUM; ROCK MECHANICS;

EID: 33745045215     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2006)6:2(119)     Document Type: Article

References (27)

1. Alonso, E. E., Gens, A., and Josa, A. (1990). "A constitutive model for partially saturated soils." Geotechnique GTNQA80016-8505, 40(3), 405-430.
2. ANDRA. (1999). "Référentiel géologique du site de l'EST." CRPADS99-005/2.
3. Andrieux, S., Bamberger, Y., and Marigo, J. J. (1986). "Un modèle de matériau microfissuré pour les roches et les bétons." European J. Mechanics A, Solids, 5(3), 471-513.
4. Bishop, A. W., and Blight, G. E. (1963). "Some aspects of effective stress in saturated and partly saturated soils." Geotechnique GTNQA80016-8505, 13(3), 177-197.
5. Bossart, P., Meier, M., Moeri, A., Trick, Th., and Mayor, J. C. (2002). "Geological and hydraulic characterisation of the excavation disturbed zone in the Opalinus Clay of the Mont Terri Rock Laboratory." Eng. Geol. (Amsterdam)EGGOAO0013-7952, 66, 19-38.
6. Chateau, X., and Dormieux, L. (2002). "Mechanics of saturated and unsaturated porous media." Int. J. Numer. Analyt. Meth. Geomech. IJNGDZ0363-9061, 26, 821-844.
7. Chiarelli, A. S. (2000). "Experimental investigation and constitutive modeling of coupled elastoplastic damage in hard claystones." Doctoral thesis, Univ. of Lille, Lille, France (in French).
8. Coussy, O. (2004). Poromechanics, Wiley, New York.
9. Coussy, O., Eymard, R., and Lassabatère, T. (1998). "Constitutive modelling of unsaturated drying deformable materials." J. Eng. Mech. JENMDT0733-939910.1061/ (ASCE)0733-9399(1998)124:6(658), 124(6), 658-667.
10. de Buhan, P., and Dormieux, L. (1996). "On the validity of the effective stress concept for assessing the strength of saturated porous materials: A homogenization approach." J. Mech. Phys. Solids JMPSA80022-509610.1016/0022-5096(96)00046-4, 44, 1649-1667.
11. Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, Wiley, New York.
12. Halm, D., and Dragon, A. (1998). "An anisotropic model of damage and frictional sliding for brittle materials." Eur. J. Mech. A/ Solids EJASEV0997-7538, 17(3), 439-460.
13. Hayakawa, K., and Murakami. (1997). "Thermodynamical modeling of elastic-plastic damage and experimental validation of damage potential." Int. J. Damage Mech. IDMEEH1056-7895, 6, 333-363.
14. Homand, F. (1998). "Scientific report for ANDRA." Rep. No. B RP0ENG 98-009/A, France, 26-42, (in French).
15. Ju, J. W. (1989). "On energy based coupled elastoplastic damage theories: Constitutive modeling and computational aspects." Int. J. Solids Struct. IJSOAD0020-768310.1016/0020-7683(89)90015-2, 25(7), 803-833.
16. Lemaitre, J. (1992). Course of damage mechanics, Springer, Berlin.
17. Lewis, R. W., and Schrefler, B. A. (1987). The finite element method in the deformation and consolidation of porous media, Wiley, New York.
18. Lewis, R. W., and Schrefler, B. A. (1998). The finite element method in the deformation and consolidation of porous media, 2nd Ed., Wiley, New York.
19. Lydzba, D., and Shao, J. F. (2002). "Stress equivalence principle for saturated porous media." C. R. Mec. CRMOC91631-0721, 330, 297-303.
20. Murakami, S., and Kamiya, D. (1997). "Constitutive and damage evolution equations of elastic-brittle materials based on irreversible thermodynamics." Int. J. Mech. Sci. IMSCAW0020-740310.1016/ S0020-7403(97)87627-8, 39(4) 473-486.
21. Ortiz, M. (1985). "A constitutive theory for the inelastic behavior of concrete." Mech. Mater. MSMSD30167-663610.1016/ 0167-6636(85)90007-9, 4, 67-93.
22. Pietruszczak, S., Jiang, J., and Mirza, F. A. (1988). "An elastoplastic constitutive model for concrete." Int. J. Solids Struct. IJSOAD0020-768310.1016/0020-7683(88)90018-2, 24 (7), 705-722.
23. Shao, J. F., and Rudnicki, J. W. (2000). "A microcrack based continuous damage model for brittle geomaterials." Mech. Mater. MSMSD30167-6636, 32, 607-619.
24. Swoboda, G., and Yang, Q. (1999a). "An energy based damage model of geomaterials - I. Formulation and numerical results." Int. J. Solids Struct. IJSOAD0020-768310.1016/S0020-7683(98)00036-5, 36, 1719-1734.
25. Swoboda, G., and Yang, Q. (1999b). "An energy based damage model of geomaterials - II. Deduction of damage evolution laws." Int. J. Solids Struct. IJSOAD0020-768310.1016/S0020-7683(98)00164-4, 36, 1735-1755.
26. Thomas, H. R., Rees, S. W., and Sloper, N. J. Y. (1998). "Three dimensional heat, moisture and air transfer in unsaturated soils." Int. J. Numer. Analyt. Meth. Geomech. IJNGDZ0363-9061, 22, 75-95.
27. Yazdani, S., and Schreyer, H. L. (1988). "An anisotropic damage model with dilatation for concrete." Mech. Mater. MSMSD30167-663610.1016/0167-6636(88)90022-1 7, 231-244.