Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters

G. Grasselli1, P. Egger2
1Department of Earth Science and Engineering, Imperial College of Science, Technology and Medicine, London SW7 2BP, UK
2Rock Mechanics Laboratory, EPF Lausanne, Switzerland

Tài liệu tham khảo

Patton FD. Multiple modes of shear failure in rock. In Proc First Congress of International Society of Rock Mechanics, Lisbon, Portugal, 1966. p. 509–13. Ladanyi B, Archambault G. Simulation of the shear behaviour of a jointed rock mass. In Proc 11th US Symposium on Rock Mechanics, Berkeley, 1970. p. 105–25. Barton, 1977, The shear strength of rock joints in theory and practice, Rock Mech, 10, 1, 10.1007/BF01261801 Amadei, 1998, Applicability of existing models to predict the behavior of replicas of natural fractures of welded tuff under different boundary conditions, Geotech Geo Eng, 16, 79, 10.1023/A:1008886106337 Saeb, 1992, Modelling rock joints under shear and normal loading, Int J Rock Mech Min Sci Geomech Abstr, 29, 267, 10.1016/0148-9062(92)93660-C Plesha, 1987, Constitutive models for rock discontinuities with dilatancy and surface degradation, Int J Numer Anal Meth Geomech, 11, 345, 10.1002/nag.1610110404 ISRM. Suggested methods for the quantitative description of discontinuities in rock masses. Int J Rock Mech Min Sci Geomech Abstr 1978;15:319–68. Hsiung, 1993, Assessment of conventional methodologies for joint roughness coefficient determination, Int J Rock Mech Min Sci Geomech Abstr, 30, 825, 10.1016/0148-9062(93)90030-H Ferrero M, Iabichino G, Pancotti G, Giani GP. Interpretazione con modelli matematici di misure di rugosità di discontinuità naturali in roccia. XX convegno nazionale di geotecnica, Parma, 1999. p. 101–6. Beer, 2002, Estimation of the joint roughness coefficient (JRC) by visual comparison, Rock Mech Rock Eng, 35, 65, 10.1007/s006030200009 Den Outer, 1995, Difficulties with using continuous fractal theory for discontinuity surfaces, Int J Rock Mech Min Sci Geomech Abstr, 32, 3, 10.1016/0148-9062(94)00025-X Huang, 1992, Applicability of fractal characterization and modelling to rock joint profiles, Int J Rock Mech Min Sci Geomech Abstr, 29, 89, 10.1016/0148-9062(92)92120-2 Lee, 1990, The fractal dimension as a measure of the roughness of rock discontinuity profiles, Int J Rock Mech Min Sci Geomech Abstr, 27, 453, 10.1016/0148-9062(90)90998-H Muralha J. Fractal dimension of joint roughness surfaces. In Proc Fractured and jointed rock masses. Rotterdam: 1995, pp. 205–12. Xie, 1999, Multifractal characterization of rock fracture surfaces, Int J Rock Mech Min Sci Geomech Abstr, 36, 19, 10.1016/S0148-9062(98)00172-7 Odling, 1994, Natural fracture profiles, fractal dimension and joint roughness coefficients, Rock Mech Rock Eng, 27, 135, 10.1007/BF01020307 Reeves, 1985, Rock surface roughness and frictional strength, Int J Rock Mech Min Sci Geomech Abstr, 22, 429, 10.1016/0148-9062(85)90007-5 Tse, 1979, Estimating joint roughness coefficients, Int J Rock Mech Min Sci Geomech Abstr, 16, 303, 10.1016/0148-9062(79)90241-9 Maerz, 1990, Joint roughness measurement using shadow profilometry, Int J Rock Mech Min Sci Geomech Abstr, 27, 329, 10.1016/0148-9062(90)92708-M Gentier, 2000, Influence of fracture geometry on sheared behavior, Int J Rock Mech Min Sci Geomech Abstr, 37, 161, 10.1016/S1365-1609(99)00096-9 Ohnishi Y, Dharmaratne PGR. Shear behaviour of physical models of rock joints under constant normal stiffness condition. In Proc Rock Joints, Loen, Norway, 1990. p. 267–73. Skinas CA, Bandis SC, Demiris CA. Experimental investigations and modelling of rock joint behaviour under constant stiffness. In Proc Rock Joints, Loen, Norway, 1990. p. 301–8. Olsson, 2001, An improved model for hydromechanical coupling during shearing of rock joints, Int J Rock Mech Min Sci, 38, 317, 10.1016/S1365-1609(00)00079-4 Bergmann D, Galanulis K, Winter D. Advanced 3D fringe projection system, 1997. http://www.gom.com/pub/publications/fringe-en.pdf. Grasselli G, Egger P. 3D surface characterization for the prediction of the shear strength of rough joint. In Proc Eurock 2000, Aachen, Germany, 2000. p. 281–6. Re, 1999, Determination of contact areas in rock joint by X-ray computer tomography, Int J Rock Mech Min Sci Geomech Abstr,, 36, 883, 10.1016/S0148-9062(99)00056-X Riss, 1996, Binary images of sheared rock joints, Microsc Microanal Microstruct, 7, 521, 10.1051/mmm:1996153 Wirth J. Rapid modeling. Munich: Hanser, 2002. Grasselli G. Shear strength of rock joints based on quantified surface description, Ph.D. thesis. Lausanne, Switzerland: Swiss Federal Institute of Technology (EPFL), 2001. Grasselli, 2002, Quantitative three-dimensional description of a rough surface and parameter evolution with shearing, Int J Rock Mech Min Sci, 39, 789, 10.1016/S1365-1609(02)00070-9 Flamand R. Validation d’une loi de comportement mécanique pour les fractures rocheuses en cisaillement, Ph.D. thesis. Chicoutimi: University of Quebec, 2000. Huang, 2002, Experimental and mathematical modeling for fracture of rock joint with regular asperities, Eng Fract Mech, 69, 1977, 10.1016/S0013-7944(02)00072-3 Grasselli G, Wirth J, Zimmerman RW. Functional parameters for quantifying the surface anisotropy of rock discontinuities. In Proc Eurock 2002, Funchal, Portugal, 2002, in press. Fishman YA. Failure mechanism and shear strength of joint wall asperities. In Proc Rock Joints, Loen, Norway, 1990. p. 627–31. Handanyan JM, Danek ER, Dandrea RA, Sage JD. The role of tension in failure of jointed rock. In Proc Rock Joints, Loen, Norway, 1990. p. 195–202. Kutter HK, Otto F. Influence of parallel and cross joints on shear behaviour of rock discontinuities. In Proc Rock Joints, Loen, Norway, 1990. p. 243–50. Pereira, 1993, Mechanism of shear failure in artificial fractures of sandstone and their implication for models of hydromechanical coupling, Rock Mech Rock Eng, 10, 1 Armand G. Contribution à la caractérisation en laboratoire et à la modélisation constitutive du comportement mécanique des joints rocheux. Ph.D. thesis, Universite Joseph Fourier, Grenoble, France, 2000.