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- W2053899682 abstract "Triaxial compression tests were undertaken on rock specimens of a suite of argillaceous rocks (slate, fireclay, shale and siltstone) oriented with respect to their planar anisotropy. The aim of the present investigation was mainly to study the failure criteria of these rocks under different confining pressures and having regard to their anisotropic nature. Mohr envelopes obtained cannot be described completely by the Coulomb-Mohr equation. Experimental evidence suggested that the deviation of the measured shear angles from the Mohr predicted angles is variable with the specimen orientation and the magnitude of the confining pressure. There is a pronounced decrease in the angle of the failure plane at low confining pressure, particularly with specimens oriented with their axes parallel to the planar anisotropy. With increase in confining pressure, the errors become progressively less important because the type of failure approaches that of a pure shear fracture." @default.
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- W2053899682 date "1968-01-01" @default.
- W2053899682 modified "2023-09-25" @default.
- W2053899682 title "Shear strength of some argillaceous rocks" @default.
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- W2053899682 doi "https://doi.org/10.1016/0148-9062(68)90024-7" @default.
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