The influence of stress path and flaw morphology on the failure mechanism and mechanical properties of rock masses. [PDF]
Wu N, Gan Y, Hu J, Sun R, Zeng H.
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Mechanical response of high-porosity rocks under high triaxial confining pressure and experimental study of indentation tests. [PDF]
Gai J, Li W.
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Triple-shear Subloading Surface Hardening Model for Over-consolidated Unsaturated Clays
The Bishop stress variable method and the Fredlund stress variable method are applied to the triple-shear strength criterion to derive two triple-shear failure stress ratios and the related triple-shear yield surface equations for unsaturated clays under
HU Xiaorong +3 more
doaj
Experimental study on mechanical response of soft soil freezing in underground excavation using artificial ground freezing method. [PDF]
Han L, Yi L, Zhang P, Chai L, Cheng Z.
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Mechanical Response and Failure Characteristics of Granite Under In Situ High-Temperature and High-Pressure True Triaxial Conditions. [PDF]
Ma Y +12 more
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Study on strength criterion of progressive failure of structural loess under hydraulic action and true triaxial test. [PDF]
Fang J, Luo A, Chen C, Fu W, Zhao Z.
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Physical simulation test of true triaxial rock mechanics for waterflood dilation in offshore oilfields. [PDF]
Li D, Chen H, Liang X, Huang Z, Gao Y.
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Study on rock energy and microscopic failure under different stress states. [PDF]
Xie L, Li B, Sun J, Jin J, Zhang J.
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True triaxial hydraulic fracturing experiments and FDEM simulation study of coal-measure rock strata. [PDF]
Ma J, Dong G, Wang H, Li X.
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Energy evolution mechanisms and hazard prevention in deep granite under cyclic loading: a case study from Sanshandao gold mine. [PDF]
Yin Y, Ye H, Peng C, Jia H, Gao Z, Li W.
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