Based on a fracture-damage model, the equivalent compliance tensor and mechanics parameters for jointed rock mass are numerically predicted, and the dam-bed-rock masses of the Three Gorges Project are analyzed by this model. The comparison of this model with the other two models, joint stiffness model and inclusion model for jointed rock mass, show a good coincidence. The results are also verified by the displacement-back-analysis in the field. The simulated parameters provide a reference for the stability analysis of the Three Gorges Project
Abstract: Most of the models that simulate fractured rock masses assume fully persistent discon-tinu...
The smooth-joint contact model based on distinct element method has been widely used to represent di...
Jointed rock masses are formed of intact rock and joints. There-fore, proper characterization of roc...
The present paper puts forward a 3D brittle elastoplastic damage fracture constitutive model (BEPDFC...
The rock or rock mass in engineering often contains joints, fractures, voids, and other defects, whi...
This paper establishes an anisotropic nonlinear damage model in strain space to describe the behavio...
The anisotropic behavior of a rock mass with persistent and planar joint sets is mainly governed by ...
AbstractThe presence of joints and other types of discontinuities has a significant effect on the me...
AbstractCombining with empirical method, laboratory test and numerical simulation, a comprehensive s...
Changes in the bulk permeability of the fractured rock mass around the shiplocks of the Three Gorges...
In this thesis, a theoretical model of the mechanical behaviour of jointed rock masses is developed....
AbstractIn this study, a new model was presented for computing strength of rock masses based upon in...
Cracks are critical for the deformation and failure of rock masses, but the effects of real cracks a...
It is generally difficult to predict fractures of low-permeability reservoirs under high confining p...
Data Availability Statement: The data presented in this study are available on request from the corr...
Abstract: Most of the models that simulate fractured rock masses assume fully persistent discon-tinu...
The smooth-joint contact model based on distinct element method has been widely used to represent di...
Jointed rock masses are formed of intact rock and joints. There-fore, proper characterization of roc...
The present paper puts forward a 3D brittle elastoplastic damage fracture constitutive model (BEPDFC...
The rock or rock mass in engineering often contains joints, fractures, voids, and other defects, whi...
This paper establishes an anisotropic nonlinear damage model in strain space to describe the behavio...
The anisotropic behavior of a rock mass with persistent and planar joint sets is mainly governed by ...
AbstractThe presence of joints and other types of discontinuities has a significant effect on the me...
AbstractCombining with empirical method, laboratory test and numerical simulation, a comprehensive s...
Changes in the bulk permeability of the fractured rock mass around the shiplocks of the Three Gorges...
In this thesis, a theoretical model of the mechanical behaviour of jointed rock masses is developed....
AbstractIn this study, a new model was presented for computing strength of rock masses based upon in...
Cracks are critical for the deformation and failure of rock masses, but the effects of real cracks a...
It is generally difficult to predict fractures of low-permeability reservoirs under high confining p...
Data Availability Statement: The data presented in this study are available on request from the corr...
Abstract: Most of the models that simulate fractured rock masses assume fully persistent discon-tinu...
The smooth-joint contact model based on distinct element method has been widely used to represent di...
Jointed rock masses are formed of intact rock and joints. There-fore, proper characterization of roc...