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Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method
Abstract Due to rock masses' nonlinear failure property, it is inappropriate to investigate the stability of rock slopes using the traditional SRM (strength reduction method) which is based on the linear MC (Mohr-Coulomb) failure criterion. To conduct 3D analysis (three dimensional) of rock slopes, we propose a 3D-NSRNMM (3D nonlinear strength reduction numerical manifold method) that is based on the nonlinear GHB (Generalized Hoek-Brown) failure criterion. To effectively implement the proposed 3D-NSRNMM, two methods are adopted to convert the GHB parameters into the average and instantaneous equivalent MC parameters. With the proposed 3D-NSRNMM, the influences of different types of equivalent MC parameters, and boundary conditions on rock slopes' stability are investigated. The numerical results assessed from the proposed 3D-NSRNMM indicate that: 1) boundary conditions will significantly influence the safety factor and failure mode of a rock slope obtained from 3D analysis; 2) the safety factor from two-dimensional analysis is more conservative compared with 3D analysis; 3) Furthermore, safety factors based on the instantaneous equivalent MC parameters are very close to those based on the average equivalent MC parameters, but 3D rock slopes' failure modes based on the two different types of equivalent MC parameters are a little different from each other.
Highlights A 3D-NSRNMM that is on the basis of the nonlinear GHB criterion is proposed. Two methods are adopted to convert GHB parameters into equivalent MC parameters. Stability analyses of 3D rock slopes are investigated using the 3D-NSRNMM. Boundary conditions significantly influence the safety factor and failure mode of 3D rock slopes.
Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method
Abstract Due to rock masses' nonlinear failure property, it is inappropriate to investigate the stability of rock slopes using the traditional SRM (strength reduction method) which is based on the linear MC (Mohr-Coulomb) failure criterion. To conduct 3D analysis (three dimensional) of rock slopes, we propose a 3D-NSRNMM (3D nonlinear strength reduction numerical manifold method) that is based on the nonlinear GHB (Generalized Hoek-Brown) failure criterion. To effectively implement the proposed 3D-NSRNMM, two methods are adopted to convert the GHB parameters into the average and instantaneous equivalent MC parameters. With the proposed 3D-NSRNMM, the influences of different types of equivalent MC parameters, and boundary conditions on rock slopes' stability are investigated. The numerical results assessed from the proposed 3D-NSRNMM indicate that: 1) boundary conditions will significantly influence the safety factor and failure mode of a rock slope obtained from 3D analysis; 2) the safety factor from two-dimensional analysis is more conservative compared with 3D analysis; 3) Furthermore, safety factors based on the instantaneous equivalent MC parameters are very close to those based on the average equivalent MC parameters, but 3D rock slopes' failure modes based on the two different types of equivalent MC parameters are a little different from each other.
Highlights A 3D-NSRNMM that is on the basis of the nonlinear GHB criterion is proposed. Two methods are adopted to convert GHB parameters into equivalent MC parameters. Stability analyses of 3D rock slopes are investigated using the 3D-NSRNMM. Boundary conditions significantly influence the safety factor and failure mode of 3D rock slopes.
Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method
Yang, Yongtao (author) / Xia, Yang (author) / Zheng, Hong (author) / Liu, Zhijun (author)
Engineering Geology ; 292
2021-07-14
Article (Journal)
Electronic Resource
English
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