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- W2387202485 abstract "Complete stress-strain curve of siltstone specimens under different confining pressures were obtained through conventional tri-axes compression tests.Results show that the pre-failure region of specimens represents a stable mechanical response,which is well defined by classic strength principle.However,the post-failure region of specimens represents an instable mechanical response,which is difficult to describe by classic strength principle.To a turn,it can be described by brittle-plastic model.Results show that the coefficient of brittle stress drop is a function of the confining pressure.Relation function between the brittle stress drop and the confining pressure of siltstone was obtained.For intact siltstone,the linear elastic-linear strain softening-residual plastic model is well adapted.For jointed siltstone specimens,the bilinear elastic-linear strain softening-residual plastic model is even better adapted." @default.
- W2387202485 created "2016-06-24" @default.
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- W2387202485 date "2008-01-01" @default.
- W2387202485 modified "2023-09-24" @default.
- W2387202485 title "Theoretical and Experimental Study on Siltstone Brittle Stress Drop in Post-Failure Region" @default.
- W2387202485 hasPublicationYear "2008" @default.
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