Triaxial compression tests on a granite at different strain rates and confining pressures

H. B. Li; J. Zhao; T. J. Li

doi:10.1016/S1365-1609(99)00120-3

Triaxial compression tests on a granite at different strain rates and confining pressures

H. B. Li, J. Zhao, T. J. Li

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169 Citations (Scopus)

Abstract

Dynamic triaxial compression tests for the Bukit Timah granite were conducted at four strain rates and six confining pressures. Results show that the compressive strength generally increases with increasing strain rate and confining pressure. The rate of increment of compressive strength with strain rate is lower at higher confining pressures. While the results for the Young's modulus and the Poisson's ratio at different strain rates and confining pressures are scattered.

Original language	English
Pages (from-to)	1057-1063
Number of pages	7
Journal	International Journal of Rock Mechanics and Mining Sciences
Volume	36
Issue number	8
DOIs	https://doi.org/10.1016/S1365-1609(99)00120-3
Publication status	Published - 1 Dec 1999
Externally published	Yes

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abstract = "Dynamic triaxial compression tests for the Bukit Timah granite were conducted at four strain rates and six confining pressures. Results show that the compressive strength generally increases with increasing strain rate and confining pressure. The rate of increment of compressive strength with strain rate is lower at higher confining pressures. While the results for the Young's modulus and the Poisson's ratio at different strain rates and confining pressures are scattered.",

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AU - Zhao, J.

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AB - Dynamic triaxial compression tests for the Bukit Timah granite were conducted at four strain rates and six confining pressures. Results show that the compressive strength generally increases with increasing strain rate and confining pressure. The rate of increment of compressive strength with strain rate is lower at higher confining pressures. While the results for the Young's modulus and the Poisson's ratio at different strain rates and confining pressures are scattered.

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Triaxial compression tests on a granite at different strain rates and confining pressures

Abstract

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