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- W2044019342 abstract "The post-peak mechanical characteristic of rock mass plays a leading role in stability of geotechnical engineering. Based on Hoek-Brown strength criterion and evolutional behavior of strength parameters, choosing major principal strain ɛ1 as strain softening parameter, this paper presents the method of solving post-peak stress-strain relationship. In numerical case, the post-peak stress-strain curves of some rock masses are obtained. The effect of evolutional law of strength parameters σc,m, s and a to post-peak stress-strain curve is discussed, and it's concluded that the greater the residual values of σc,m, s are and the smaller the residual value of a is; the greater the residual strength is and the post-peak stress-strain curve falls more gently." @default.
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- W2044019342 date "2012-01-01" @default.
- W2044019342 modified "2023-10-16" @default.
- W2044019342 title "Post-peak Stress-strain Relationship of Rock Mass Based on Hoek-Brown Strength Criterion" @default.
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- W2044019342 doi "https://doi.org/10.1016/j.proeps.2012.01.049" @default.
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