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Discrete modeling of rock joints with a smooth-joint contact model

Journal of Rock Mechanics and Geotechnical Engineering 2014年第1期6卷 1-12页

作者： C.Lambert C.Coll Department of Civil and Natural Resources Engineering University of CanterburyPrivate Bag 4800 Christchurch 8140 New Zealand Golder Associates Christchurch New Zealand

Structural defects such as joints or faults are inherent to almost any rock *** many situations those defects have a major impact on slope stability as they can control the possible failure *** a good estimate of their strength then becomes *** roughness of a structure is a major contributor to its strength through two different aspects,*** morphology of the surface(or the shape)and the strength of the asperities(related to the strength of the rock).In the current state of practice,roughness is assessed through idealized descriptions(Patton strength criterion)or through empirical parameters(Barton JRC).In both cases,the multi-dimensionality of the roughness is *** this study,we propose to take advantage of the latest developments in numerical ***3D photogrammetry and/or laser mapping,practitioners have access to the real morphology of an exposed *** derived triangulated surface was introduced into the DEM(discrete element method)code PFC3D to create a synthetic rock *** interaction between particles on either side of the discontinuity was described by a smooth-joint model(SJM),hence suppressing the artificial roughness introduced by the particle *** tests were then performed on the synthetic rock joint.A good correspondence between strengths predicted by the model and strengths derived from well-established techniques was obtained for thefirst *** the benefits of the methodology is the possibility offered by the model to be used in a quantitative way for shear strength estimates,to reproduce the progressive degradation of the asperities upon shearing and to analyze structures of different scales without introducing any empirical relation.

关键词： Rock joint Shear strength DEM simulations smooth-joint model

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