Bidirectional permeability characterization of composite specimen of graded crushed coal bodies. [PDF]
Zhang L, Yang S, Pan H, Zhang T.
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DEM-CFM analysis of Lode angle influence on the undrained cyclic behavior of anisotropically consolidated soils. [PDF]
Salimi M, Irani N, Wichtmann T.
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Experimental and numerical study of stick-slip phenomenon in granular materials. [PDF]
Sławińska-Budzich J, Świtała B.
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Experimental study of the effect of natural fracture curvature on hydraulic fracture propagation behavior. [PDF]
Gong X, Jin Z, Ma X, Liu Y, Li G, Guo Y.
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Macro-micro deformation characteristics of undisturbed loess under different hydraulic paths. [PDF]
Fu W, Shao S, She F, Luo A, Zhao Z.
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A quantitative energy dissipation model for predicting permeability evolution in gas-containing coal under cyclic loading. [PDF]
Bao R, Zhang Y, Cheng R, Li M, Yang M.
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Experimental study on the mechanical properties and deformation failure characteristics of sandstone under graded equal amplitude cyclic loading and unloading. [PDF]
Ni Z, Li J, Qin K, Wu X, Zhu J, Zhou S.
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Influence of pore structure on grain bulk modulus of underground rock masses under hydro-mechanical conditions. [PDF]
Kim MJ +5 more
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Permeability evolution of shale under anisotropic true triaxial stress conditions
International Journal of Coal Geology, 2016Abstract Although permeability data for shale have been reported previously and permeability models have been proposed, studies on permeability for shale under anisotropic true triaxial stress conditions are lacking. In this work, the permeability of shale under true triaxial stress conditions was measured using a newly developed true triaxial ...
Minghui Li +4 more
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Mechanical Properties of Layered Composite Coal–Rock Subjected to True Triaxial Stress
Rock Mechanics and Rock Engineering, 2020Underground mining or tunnelling activity is always associated with the composite geological formations. The mechanical properties of layered composite coal–rock subjected to true triaxial stress conditions are significantly different from those under conventional triaxial or uniaxial stress conditions.
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