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A comprehensive study of fracture evolution of brittle rock containing an inverted U-shaped cavity under uniaxial compression

机译:单轴压缩下倒U形腔脆性岩石断裂演化的综合研究

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摘要

This paper aims to investigate the fracture evolution around an inverted U-shaped opening under compressive loads. Firstly, a series of uniaxial compression tests were conducted on sandstone specimens containing a cavity incorporating digital image correlation (DIC) and acoustic emission (AE) techniques. Next, the complex variable theory combined with an optimization algorithm was used to find the analytical stress solution for the inverted U-shaped cavity. The experimental results show that the shear dominated failure of the pre-holed specimen is a progressive process of "primary tensile cracks - secondary tensile cracks and slabbing fractures - shear cracks". The DIC results are consistent with the variation of AE signals, The crack closure stress, crack initiation stress and crack damage stress of the specimen containing an inverted U-shaped cavity are about 24%, 30% and 90% of the peak stress, respectively. Theoretical analysis indicates that the cavity shape and lateral stress ratio are prominent factors affecting the stress distribution. Based on the stress distribution around the inverted U-shaped cavity under uniaxial stress, the fracture evolution mechanisms are well revealed. Moreover, the propagation behavior of the primary tensile cracks is discussed in detail, and a method for determining the crack length is also proposed.
机译:本文旨在研究在压缩载荷作用下倒U形开口周围的裂缝演化。首先,对包含空腔的砂岩标本进行了一系列单轴压缩测试,这些空腔结合了数字图像相关(DIC)和声发射(AE)技术。接下来,将复杂变量理论与优化算法相结合,找到倒U型腔的解析应力解。实验结果表明,预钻孔试样的剪切支配破坏是“初级拉伸裂纹-次级拉伸裂纹和平板断裂-剪切裂纹”的渐进过程。 DIC结果与AE信号的变化一致,包含倒U型腔的试样的裂纹闭合应力,裂纹萌生应力和裂纹损伤应力分别约为峰值应力的24%,30%和90%。 。理论分析表明,腔体形状和侧向应力比是影响应力分布的主要因素。基于单轴应力作用下倒U形腔周围的应力分布,很好地揭示了裂缝的演化机理。此外,详细讨论了一次拉伸裂纹的扩展行为,并提出了一种确定裂纹长度的方法。

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