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Experimental study on propagation behavior of three-dimensional cracks influenced by intermediate principal stress

机译:中间主应力影响三维裂纹扩展行为的实验研究

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摘要

Many laboratory experiments on crack propagation under uniaxial loading and biaxial loading have been conducted in the past using transparent materials such as resin, polymethyl methacrylate (PMMA), etc. However, propagation behaviors of three-dimensional (3D) cracks in rock or rock-like materials under tri-axial loading are often considerably different. In this study, a series of true tri-axial loading tests on the rock-like material with two semi-ellipse pre-existing cracks were performed in laboratory to investigate the acoustic emission (AE) characteristics and propagation characteristics of 3D crack groups influenced by intermediate principal stress. Compared with previous experiments under uniaxial loading and biaxial loading, the tests under true tri-axial loading showed that shear cracks, anti-wing cracks and secondary cracks were the main failure mechanisms, and the initiation and propagation of tensile cracks were limited. Shear cracks propagated in the direction parallel to pre-existing crack plane. With the increase of intermediate principal stress, the critical stress of crack initiation increased gradually, and secondary shear cracks may no longer coalesce in the rock bridge. Crack aperture decreased with the increase of intermediate principal stress, and the failure is dominated by shear fracturing. There are two stages of fracture development: stable propagation stage and unstable failure stage. The AE events occurred in a zone parallel to pre-existing crack plane, and the AE zone increased gradually with the increase of intermediate principal stress, eventually forming obvious shear rupture planes. This shows that shear cracks initiated and propagated in the pre-existing crack direction, forming a shear rupture plane inside the specimens. The paths of fracturing inside the specimens were observed using the Computerized Tomography (CT) scanning and reconstruction.
机译:过去,使用透明材料(例如树脂,聚甲基丙烯酸甲酯(PMMA)等)进行了许多在单轴载荷和双轴载荷下裂纹扩展的实验室实验。然而,三维(3D)裂纹在岩石或岩石中的传播行为类似的材料在三轴载荷下通常有很大的不同。在这项研究中,在实验室中对具有两个半椭圆形裂纹的岩石状材料进行了一系列真实的三轴载荷测试,以研究受3D裂纹影响的声发射(AE)特性和传播特性。中等主应力。与以前的单轴和双轴载荷试验相比,真实三轴载荷试验表明,剪切裂纹,反翼裂纹和次级裂纹是主要的破坏机制,而拉伸裂纹的产生和扩展受到限制。剪切裂纹在平行于已有裂纹平面的方向上传播。随着中间主应力的增加,裂纹萌生的临界应力逐渐增大,二次剪切裂纹可能不再在岩桥中聚结。裂纹孔径随中间主应力的增加而减小,且破坏以剪切断裂为主。裂缝发展分为两个阶段:稳定的扩展阶段和不稳定的破坏阶段。 AE事件发生在与既有裂纹平面平行的区域中,并且随着中间主应力的增加,AE区域逐渐增加,最终形成明显的剪切破裂平面。这表明剪切裂纹沿先前存在的裂纹方向开始并扩展,在试样内部形成剪切破裂平面。使用计算机断层扫描(CT)扫描和重建观察样品内部的破裂路径。

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