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Triple-shear Subloading Surface Hardening Model for Over-consolidated Unsaturated Clays

open access: yes工程科学与技术
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  

Mechanical Response and Failure Characteristics of Granite Under In Situ High-Temperature and High-Pressure True Triaxial Conditions. [PDF]

open access: yesMaterials (Basel)
Ma Y   +12 more
europepmc   +1 more source

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