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- W2350386598 abstract "By the complete stress-strain procedure triaxial compression tests of the marble and sandstone from the water diversion channel of the Jinping second-stage hydropower station under high confining pressure and hydraulic pressure, the effects of high confining pressure and hydraulic pressure on the strength, deformation and the characteristics of brittle-ductile transition of brittle rocks are analyzed, and the relationships between the strength, confining pressure, and high pore water pressure of rocks are also discussed for a wide range of confining pressure. The results show that the rock strength (σ_1) is of a nonlinear relationship with the confining pressure (σ_3) of rocks with or without the existence of hydraulic pressure, and that the high pore water pressure accelerates the brittle fracture of rocks and also reduces their strength." @default.
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- W2350386598 date "2004-01-01" @default.
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- W2350386598 title "Experimental study on strength and deformation characteristics of brittle rocks under high confining pressure and hydraulic pressure" @default.
- W2350386598 hasPublicationYear "2004" @default.
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