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首页> 外文期刊>Bulletin of engineering geology and the environment >Experimental study on crack propagation and the coalescence of rock-like materials with two preexisting fissures under biaxial compression
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Experimental study on crack propagation and the coalescence of rock-like materials with two preexisting fissures under biaxial compression

机译:双轴压缩下具有两种预先存在的裂缝的裂纹繁殖与岩石状材料聚结的实验研究

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摘要

Rock masses consist of rock and fissures, and fissures in rock masses play an important role in rock mass stability. In this paper, rock-like materials with preexisting fissures were prepared, and then, the specimens were subjected to biaxial compression. The lateral stress contained two categories: 1.0 MPa and 2.0 MPa. During the experiments, strain gauges were distributed on the surface of the specimens, and a digital camera was used to record the process of crack propagation. Through the experiments, it can be found that the rock bridge coalescence mode can be generally classified into three categories; meanwhile, the influence of the preexisting fissure angle, rock bridge angle, and lateral stress due to crack propagation was specifically analyzed. Consequently, the strain concentration of the tips of preexisting fissures was calculated and discussed.
机译:岩石群众由岩石和裂缝组成,岩石中的裂缝在岩石质量稳定中发挥着重要作用。在本文中,制备了具有预先存在的裂缝的岩状材料,然后进行样品进行双轴压缩。横向应力包含两类:1.0MPa和2.0MPa。在实验期间,将应变仪分布在样本的表面上,并且使用数码相机来记录裂纹传播的过程。通过实验,可以发现岩石桥梁聚结模式通常可以分为三类;同时,特别分析了预先存在的裂缝角,岩石桥角和横向应力的影响。因此,计算并讨论了预先存在的裂缝尖端的应变浓度。

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