Experimental Study on Creep of Highly-Weathered Breccia

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Abstract:

Mechanical property of rock is the main research object of rock mechanics. In order to further learn the rheological characteristics of soft fractured rock mass, the creep test of highly-weathered breccia with different water content of 0.65%, 1.88%, 4.03% using low-intensity uniaxial creepmeter developed by Shandong University is processed, and the strain-time curves under different water conditions and the corresponding variation of creep curves with different stress levels and moisture states are obtained. The experimental results show that the higher water content is, the larger creep deformation is and the longer time of creep deformation reaching stable is, in other words, the influence of water content on the rheological characteristics of rock mass is also significant. Finally, the conclusion that softening critical load (long-term strength) and softening critical depth of soft rock are greatly reduced due to the effect of water on rock structure and mechanical parameters is obtained to provide the fundamental reference for the follow-up tests and similar engineering.

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588-591

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December 2013

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Sun Jun: Some advances of rock mechanics in China, J. West-China Exploration Engineering, 11(1999), 1-5.

Google Scholar

[2] Guo Zhi: Study of incompetent rock rheological process and strength, Journal of Engineering Geology, 4 (1996), 75-79.

Google Scholar

[3] LI Peng and LIU Jian: Experimental and theoretical studies on the effects of water content on shear creep behavior of weak structural plane of sandstone, J. Hydrogeology & Engineering Geology(in Chinese), 6 (2009), 49-53.

Google Scholar

[4] Griggs, D. T.: Creep of rocks, Journal of Geology, 47 (1939), 225-251.

Google Scholar

[5] Li Yong-sheng and Xia Cai-chu: Time-dependent tests on intact rocks in uniaxial compression, Int. J. Rock Mech. Mine Sci. and Geomech. Abstr, 7 (2000), 467-475.

DOI: 10.1016/s1365-1609(99)00073-8

Google Scholar

[6] Maranini E and Brignoli M.: Creep behavior of a weak rock: experimental characterization, Int. J. Rock Mech. Mine Sci, 36, (1999), 127-138.

DOI: 10.1016/s0148-9062(98)00171-5

Google Scholar

[7] Ge Xiu-run and Ren Jian-xi: Study on the real intime CT test of the rock meso-damage propagation law, J. Science in China. 30 (2000), 104-111.

Google Scholar