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- W1164752521 abstract "Triaxial compression tests in a stiff testing machine at a con fining pressure of 0–70 MPa were performed on Carboniferous rock samples collected from the Upper Silesian Coal Basin. The results showed that the post- critical failures of waste rocks were congruent with smooth curves; post-failure behaviour of coal, however, were characterized by a stick-slip (Fig. 1). The normal and shear stresses at the sample slip plane of a known slope were calculated for the determined values of critical stress and residual stress in a uniaxial state of stress, and for a given con fining pressure. The coefficients of maximum and residual frictions were also calculated (Tables 1–5). The obtained results, shown in Figs. 6 and 7, were compared with the Byerlee law, which describes the frictional shear strength. At high values of confining pressure the frictional shear strength can reach the value of the fracture strength. Then the transition from brittle fracture to ductile flow takes place. A knowledge of the conditions in which stick-slip occurs has a practical meaning with regard to the prediction of mining tremors." @default.
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- W1164752521 date "2007-01-01" @default.
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- W1164752521 title "Frictional resistance in the post-critical failure of rock samples caused by triaxial compression" @default.
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