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Initial and residual shear strength of hard rocks
Specimens of several types of rock were tested in direct shearing device under application of various normal stresses and were sheared until large deformations took place; dimensions of specimens were 40×40×20 cm, and they were tested at normal pressures up to about 40 kg/sq cm; for tested rocks, data were obtained on changes in strength depending on normal stresses and on shear deformations; it was noted that various kinds of rock behave differently with respect to shearing strength.
Initial and residual shear strength of hard rocks
Specimens of several types of rock were tested in direct shearing device under application of various normal stresses and were sheared until large deformations took place; dimensions of specimens were 40×40×20 cm, and they were tested at normal pressures up to about 40 kg/sq cm; for tested rocks, data were obtained on changes in strength depending on normal stresses and on shear deformations; it was noted that various kinds of rock behave differently with respect to shearing strength.
Initial and residual shear strength of hard rocks
Geotechnique
Krsmanovic, D. (Autor:in)
Geotechnique ; 17
1967
16 pages
2 Plates
Aufsatz (Zeitschrift)
Englisch
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