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- W827753378 abstract "In this study, the behavior of anisotropic rock masses are investigated by using a numerical analysis. The bedding rock sample is modeled as a linear elastic, transversely isotropic material and a finite-element program is modified in the two-dimensional plane-strain state to determine the magnitude and distribution of stress nonuniformity developed at the center portion of a specimen and the interface between the triaxial loading cap and the specimen. Based on the results obtained, it is found that the stress nonuniformity developed under the uniaxial loading increases continously with increasing the degree of anisotropy and the applied loading. In triaxial loading, the stress nonuniformity decreases as the confining pressure approaches up to a certain value equal to the applied axial stress, beyond which it however increases. It is also found that specimen's height to width ratio should be higher than 2.5:1 in order to have the uniform stress distribution under the triaxial loading." @default.
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- W827753378 date "1996-01-01" @default.
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- W827753378 title "Analysis of Anisotropic Rocks by Finite Element Method" @default.
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