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- W101123067 abstract "Penrhyn slate is an intrinsically anisotropic brittle rock. When compressed experimentally in a non-hydrostatic stress field it not only undergoes an overall strength enhancement but its strength anisotropy is also reduced and both the cohesion and friction angle (c, phi shear strength parameters) vary continuously as a function of cleavage orientation with respect to the direction of applied principal stress difference in the rock. Some preliminary conclusions are developed concerning the controls on intrinsic mechanical anisotropy." @default.
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- W101123067 date "1974-11-01" @default.
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- W101123067 title "Intrinsic shear strength of a brittle, anisotropic rock—I" @default.
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- W101123067 doi "https://doi.org/10.1016/0148-9062(74)90453-7" @default.
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