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- W2390167306 abstract "In deep rock mass engineering,it has great theoretical significance to reveal the mechanical behavior and the failure mechanism of jointed rock mass during unloading.In this study,a series of shear tests under unloading were carried out on rock discontinuities with regular dentations.The fundamental mechanical behavior,features of the strength and deformation of the discontinuities are studied.The results under unloading are compared with those under loading.Through the analysis of the experimental results,the properties of the comprehensive shear strength parameters c_j andψ_j and the strength of discontinuities under loading and unloading are determined.Based on the experimental results an empirical equation of evaluating the shear strength of discontinuities is proposed.The dilatancy behavior of the discontinuities under loading and unloading are analyzed,and an interpretation of the phenomenon is provided." @default.
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- W2390167306 date "2009-01-01" @default.
- W2390167306 modified "2023-10-01" @default.
- W2390167306 title "Study on the Mechanical Properties of Rock Discontinuity under Unloading" @default.
- W2390167306 hasPublicationYear "2009" @default.
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