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Triaxial compression tests were undertaken on rock specimens of suite of argillaceous rocks (slate, fireclay, shale and siltstone) oriented with respect to their planar anisotropy; aim of present investigation was mainly to study failure criteria of these rocks under different confining pressures, having regard to their anisotropic nature; with increase in confining pressure, errors become progressively less important because type of failure approaches that of pure shear fracture.
Triaxial compression tests were undertaken on rock specimens of suite of argillaceous rocks (slate, fireclay, shale and siltstone) oriented with respect to their planar anisotropy; aim of present investigation was mainly to study failure criteria of these rocks under different confining pressures, having regard to their anisotropic nature; with increase in confining pressure, errors become progressively less important because type of failure approaches that of pure shear fracture.
Shear strength of some argillaceous rocks
Int J Rock Mechanics Min Sciences
Fayed, L.A. (author)
1968
7 pages
Article (Journal)
Electronic Resource
English
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