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
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Study on accumulation deformation characteristics of silty clay based on dynamic triaxial tests. [PDF]
Chen G +8 more
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Development of computer-controlled triaxial test setup and study on multistage triaxial test on sand
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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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Accumulated Plastic Deformation Monitoring of Cement Sheath Interface Using Fiber-Optic Bragg Gratings. [PDF]
Cheng Y +5 more
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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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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 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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Mechanical behavior and constitutive modeling of CO2-foamed carbonated MgO-based solidified slurry under Unconsolidated Undrained (UU) triaxial conditions. [PDF]
Gao P +5 more
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