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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破碎试验研究与机理分析

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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:为了研究考虑渗水压力的岩石损伤破坏机理,对不渗水压力和渗水压力的大理石进行了三轴压缩试验。试验结果表明,由于存在渗水压力,岩峰强度和残余强度大大降低。脆性增加,岩体的机械性能减弱。根据实验结果,通过理论推导得出了渗透压作用下的裂纹扩展规律。分析了渗透压力,主应力比,摩擦角,自然裂纹角和机翼裂纹扩展角之间的关系。可以得出结论,传播角θ随p /σ1的增大而增大,随裂纹角度的增大而减小。

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