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Yield Criterion, Dilatation, and Rock Failure
Authors:B. A. Rychkov
Affiliation:(1) Institute of Engineering Mechanics, Shandong Jianzhu University, Fengming Road, Lingang Development Zone, Jinan, 250101, People’s Republic of China;(2) Engineering Research Center of Mold &; Die Technology, Shandong University, Jinan, 250061, People’s Republic of China
Abstract:Deformation of cylindrical rock samples is examined for the case of thriaxial compression. The mechanism of material strengthening based on the conception of slip and loosening with allowance for the initial anisotropy is established. The calculated values of shearing angle in failing correspond to the known experimental data.
Keywords:dilatation  strain  failure  shearing  stress  slip
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