The discing phenomenon is intimately associated with the condition of in-situ stresses, representing an indirect approach to ascertain original in-situ stresses due to its simplicity, operational ease, and economic efficiency.
Zundong Yang +10 more
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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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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 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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Evolution of mechanical properties and acoustic emission characteristics of granite with normal stress under true triaxial shear test. [PDF]
Guo J +7 more
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Comparative Analysis of the Spatiotemporal Evolution Patterns of Acoustic Emission Source Localization Under True Triaxial Loading and Loading-Unloading Conditions in Sandstone. [PDF]
Chen P, Yu S, Wang H, Wang Z, Li N.
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Weakening and fracturing mechanism of roof strength through borehole pressure relief under true triaxial stress. [PDF]
Li Y, Chang G, Yue X, Tu M, Li Z, Li P.
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A Micromechanics-Based Anisotropic Constitutive Model for Sand Incorporating the True Stress Tensor. [PDF]
Yu P, Baoyin H, Wu K, Yang H.
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Study on Water Seepage Characteristics of Coal under Triaxial Stress Based on Computed Tomography Reconstruction and Three-Dimensional Printing. [PDF]
Cui S, Chu X, Liu J.
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A nonlinear strength criterion for rock based on the peak value of deviatoric stress under conventional triaxial compression. [PDF]
Peng Z, Lu Y, Zeng Y, Zhuo K.
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