Numerical modeling of hydro-mechanical fracture behavior

Numerical Models in Geomechanics - 8th Proceedings of the International Symposium on Numerical Models in Geomechanics, NUMOG 2002

Volumn , Issue , 2002, Pages 293-299

  Guiducci, C ^a   Pellegrino, A ^b   Radu, J P ^c   Collin, F ^c   Charlier, R ^c  

^a SCUOLA NORMALE SUPERIORE   (Italy)

^b AGIP SpA   (Italy)

^c UNIVERSITY OF LIÈGE   (Belgium)

Author keywords

[No Author keywords available]

Indexed keywords

FLOW OF FLUIDS; FORECASTING; FRACTURE; FRACTURE MECHANICS; GEOMECHANICS; HYDRAULIC CONDUCTIVITY; HYPERBOLIC FUNCTIONS; MINING ENGINEERING; STOCHASTIC MODELS; STOCHASTIC SYSTEMS;

COUPLED HYDRO MECHANICALS; FINITE ELEMENT CODES; FLOW CHARAC-TERISTICS; FLUID FLOW EQUATIONS; NONLINEAR DEFORMATIONS; NUMERICAL APPROACHES; NUMERICAL PREDICTIONS; ROUGH-WALLED FRACTURES;

NUMERICAL MODELS;

EID: 84986238322     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833797-c43     Document Type: Conference Paper

References (13)

1. Bandis, S. Lumsden, A.C. & Barton, N. 1981. Experimental studies of scale effects on the shear behavior of rock joints. Int. Jour. Of Rock Mechanics andmining Science & Geomech. Abstr. Vol. 18(1), pp. 1-21
2. Bandis, S. Lumsden, A.C. & Barton, N. 1983. Foundamentals of rock joints deformation. Int. Jour. Of Rock Mechanics andmining Science & Geomech. Abstr. Vol. 20(6), pp. 249-68
3. Bart, M. 2000. Contribution a la modelisation du comportement hydromecanique des massifs rocheux avec fracture. Ph. D. Thesis, Univ. des Sciences et Technologies de Lille.
4. Barton, N. Choubey, V. 1976. The shear strenght of rock joints in theory and practice. Rock Mechanics and Rock Engineering. Vol. 10, pp. 1-54
5. Barton, N. Bandis, S. & Bakhtar, K. 1985. Strenght deformation and conductivity coupling of rock joints. Int. Jour. Of Rock Mechanics andmining Science & Geomech. Abstr. Vol. 22(3), pp. 121-140
6. Charlier, R. Cescotto, S. 1988. Modelisation du phenomene de contact unilateral avec frottement dans un contexte de grandes deformations. Jl. Of Theorical andApplied Mechanics (special issue, supplement), Vol. 7(1).
7. Cescotto, S. Charlier, R. 1993. Frictional contact finite elements based on mixed variational principles. Int. Jl. For Numerical Methods in Engineering, Vol. 36, pp. 1681-1701
8. Goodman, R. Taylor, R. & Brekke, T. 1968. A model for the mechanics of jointed rock. J. Soil Mech. Fdns Div., Proc. Am. Soc.civ. Engr, N˚ 94, pp. 637-659
9. Goodman, R. Debois, J. 1972. Duplication of dilatancy in analysis of jointed rocks. Journal of the soil mechanics and foundations division, ASCE, Vol. 98, SM 4 pp. 399-422
10. Goodman, R. 1974. The mechanical properties of joints. Proc. 3D Congr. ISRM, Denver, Vol. 1a, pp. 127-140
11. Habraken, A.M. Cescotto, S. 1996. Contact between deformable solids. The fully coupled approach. Jl. For Mathematical andComputer Modelling (special issue: Recent advances in contact and impact mechanics).
12. Plesha, M. E. 1995. Rock joints: Theory, constitutive equations. Studies in applied mechanics 42, Mechanics of geomaterials interfaces, ELSEVIER, pp. 375-394
13. Tsang, Y. W. Witherspoon, P. A. 1981. Hydromechanical behavior of a deformable rock fracture subject to normal stress. J. Geophys. Res. 86, pp. 9287-9298.