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- W2351273449 abstract "Taking the dike in the weak rock mass from the dam foundation of a large scale hydropower project for example,and using the MTS815 Flex Test GT rock mechanics test system and some special technical means,the rock mass specimens with structural planes had been produced from the intact rock of lamprophyre obtained from the working site.A series of triaxial compression tests of water-rock coupling under the confining pressure and interstitial-hydraulic pressure had been conducted on the lamprophyre specimens.The effects of the interstitial-hydraulic pressure on the strength and deformation of the rock mass specimens and the effects of the confining pressure on the deformation of the rock mass specimens were analyzed and the corresponding prediction models had been built.The results showed that the cohesion of rock mass had a close relationship with the interstitial-hydraulic pressure and it decreased rapidly with the increasing of the interstitial-hydraulic pressure and can even disappear.The internal friction angle changed a little with the interstitial-hydraulic pressure.Overall,the deformation modulus and Poisson ratio increased with the increasing of the confining pressure;whereas the deformation modulus decreased and the Poisson ratio increased with the increasing of the interstitial-hydraulic pressure." @default.
- W2351273449 created "2016-06-24" @default.
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- W2351273449 date "2012-01-01" @default.
- W2351273449 modified "2023-09-27" @default.
- W2351273449 title "Experimental Study on Mechanical Properties of Weak Rock Mass Obtained from Dyke under Interstitial-Hydraulic Pressure" @default.
- W2351273449 hasPublicationYear "2012" @default.
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