Temperature and pore pressure effects on the shear strength of granite in the brittle-plastic transition regime

Physics

Scientific paper

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Physical Properties Of Rocks: Fracture And Flow, Physical Properties Of Rocks: Microstructure, Physical Properties Of Rocks: Thermal Properties, Physical Properties Of Rocks: Instruments And Techniques

Scientific paper

Currently published lithospheric strength profiles lack constraints from experimental data for shear failure of typical crustal materials in the brittle-plastic transition regime in wet environments. Conventional triaxial shear fracture experiments were conducted to determine temperature and pore pressure effects on shear fracture strength of wet and dry Tsukuba granite. Experimental conditions were 70MPa

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