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- W2023367338 abstract "The investigation is primarily devoted to a study of the influence of confinement on the time-dependent strength of rock and the development of a simple construction for predicting the multiaxial compressive strength of rock from its triaxial behavior. These results show that confinement reduces the effect of rate of loading and with the possible exception of very low confining pressures the relative strength-time relationship is independent of confining pressure. Percentage strength-instantaneous Poisson's ratio relationships have been used to show that an increase in confinement produces a greater resistance against lateral deformation. A method, using measurements of axial strain at low stress levels, is tentatively suggested for determining the confining pressure at which the transition of the failure from brittle to ductile takes place. (38 refs.)" @default.
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- W2023367338 date "1975-09-01" @default.
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- W2023367338 title "Strength and deformation of rock subject to multiaxial compressive stresses" @default.
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- W2023367338 doi "https://doi.org/10.1016/0148-9062(75)91085-2" @default.
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