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- W2375599228 abstract "By discussing the form of new rock micro-unit strength based on Mohr-Coulomb criterion, which satisfies Weibull random distribution, a statistical damage softening constitutive model reflecting the full process of rock failure was developed based on the stress-strain curve of tri-axial tests for rocks. Moreover, the effect of the parameters of Weibull distribution on the model was studied and the model was rectified according to the properties of tri-axial stress-strain test curve of rock. Compared with the existing research results, this model was simple and could better reflect the actual situation of engineering projects. Therefore, this model has broad prospects for application." @default.
- W2375599228 created "2016-06-24" @default.
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- W2375599228 date "2005-01-01" @default.
- W2375599228 modified "2023-09-25" @default.
- W2375599228 title "Study on the Statistical Analysis of Rock Damage Based on Mohr-Coulomb Criterion" @default.
- W2375599228 hasPublicationYear "2005" @default.
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