Study on Rock Unloading Failure and its Effects on Rock Burst
2011 ◽
Vol 71-78
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pp. 1455-1458
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The mechanical parameters and failure characteristics were obtained based on the results of triaxial unloading tests of limestone. Results show that: The evolution of volumetric strain is determined by lateral strain under unloading condition. Failure modes of rock can be classified into three types. Deformation modulus decreases and Poisson ratio increases in the process of unloading. Mohr-Coulomb criterion can not describe rock unloading failure strength property. Rock burst occur during tunnel excavation are closely related to the rock unloading failure characteristic.
2011 ◽
Vol 243-249
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pp. 2205-2210
2011 ◽
Vol 90-93
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pp. 61-66
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Analysis of Plastic-Zone Radius Influenced by Mechanical Parameters in Tunnel Excavation and Support
2012 ◽
Vol 238
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pp. 787-790
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