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Failure of rock in triaxial shear test
Study of rock failure phenomena as it occurs in high pressure triaxial shear tests; more than 160 tests of limestone, marble, granite and sandstone were conducted, employing lateral pressures of zero to 10,000 psi and independently controlled pore pressures of zero to 5000 psi; failure surfaces were examined using photomicrographs; confining pressures influence failure mode; angle of slip is closely predicted by Mohr criterion, and additional parameter, "fracture interference", may be included in shear strength equation.
Failure of rock in triaxial shear test
Study of rock failure phenomena as it occurs in high pressure triaxial shear tests; more than 160 tests of limestone, marble, granite and sandstone were conducted, employing lateral pressures of zero to 10,000 psi and independently controlled pore pressures of zero to 5000 psi; failure surfaces were examined using photomicrographs; confining pressures influence failure mode; angle of slip is closely predicted by Mohr criterion, and additional parameter, "fracture interference", may be included in shear strength equation.
Failure of rock in triaxial shear test
Missouri. Univ -- Symposium Rock Mechanics -- Proc
Schwartz, A.E. (Autor:in)
6th Symposium on Rock Mechanics ; 1964
1964
43 pages
Aufsatz (Konferenz)
Englisch
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