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Experimental Study and Mechanism Analysis on Damage and Fracture of Rock Considering the Influence of Seepage Pressure

机译:考虑渗流压力影响的岩石损伤和骨折的实验研究及机制分析

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摘要

In order to research the damage and fracture mechanism of rock considering seepage pressure, triaxial compression tests of marble without seepage pressure and with seepage pressure have been carried out. The test results show that owing to the existence of seepage water pressure, rock peak strength and residual strength are greatly reduced. The brittleness is increased and the mechanical properties of rock mass are weakened. Based on the experimental results, the crack extension rules under seepage pressure are obtained by theoretical derivation. The relationship between seepage pressure, principal stress ratio, friction angle, native crack angle and propagation angle of wing crack is analyzed. It is concluded that propagation angle θ increases with the increase of p/σ1, decreases with increase of crack angle slowly.
机译:为了研究考虑渗流压力的岩石损伤和断裂机制,已经进行了没有渗漏压力的大理石的三轴压缩试验,并且已经进行了渗流压力。测试结果表明,由于存在渗水水压,岩石峰强度和剩余强度大大降低。脆性增加,岩体的机械性能削弱。基于实验结果,通过理论衍生获得渗流压力下的裂缝延伸规则。分析了渗漏压力,主应力比,摩擦角,翼裂裂纹的传播角的关系。得出结论,传播角θ随着P /σ1的增加而增加,随着裂缝角的增加而减小。

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