Characterization of the Fine-Scale Evolution of Damage in Shale under the Influence of Two-Way Stress Differences Based on CT Images and Fractal Theory—The Example of the Anba Dyke in the Wufeng–Longmaxi Formation

Baofeng Lan, Ruidong Yang, Zhonghu Wu, Haishen Jiang, Xinzheng Li
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Abstract

To better understand the influence of different levels of two-way stress differences on the development of damage in Anchang diametral laminar shale in the northern Qianbei area, a numerical model of laminar shale with a representative fine-scale structure was established by using RFPA3D-CT. A triaxial compression test was conducted; a three-dimensional mesoscale fracture box dimension algorithm based on digital images was generated by using MATLAB R2020b; and the fractal characteristics were quantitatively analyzed. The results showed that under the influence of the horizontal stress ratio and two-way stress, the greater the two-way stress is, the more notable the plastic characteristics of specimen damage are, and the higher the residual strength is. The specimens with lower two-way stress exhibited obvious brittle damage characteristics. The difficulty degree of complex fracture network formation increased with the increase in the horizontal tension ratio, and the degree of increase in the fracture network complexity gradually decreased. At a horizontal stress ratio of 1.25, the fractal dimension was the highest, which indicates that the cracks were the most pronounced. Fracture formation after specimen damage was the most common phenomenon. Under the condition of a lower horizontal stress ratio, a large number of fracture structures could be generated in shale specimens after damage, promoting the expansion of natural fractures.
基于 CT 图像和分形理论的双向应力差影响下页岩损伤的精细演化特征--以五峰-龙马溪地层中的安坝堤坝为例
为了更好地理解不同程度的双向应力差异对黔北地区安昌二迭系层状页岩破坏发展的影响,利用RFPA3D-CT建立了具有代表性细尺度结构的层状页岩数值模型。进行了三轴压缩试验,利用 MATLAB R2020b 生成了基于数字图像的三维中尺度断裂盒尺寸算法,并对其分形特征进行了定量分析。结果表明,在水平应力比和双向应力的影响下,双向应力越大,试样损伤的塑性特征越明显,残余强度越高。双向应力较小的试样表现出明显的脆性破坏特征。复杂断裂网形成的困难程度随着水平拉伸比的增加而增加,断裂网复杂程度增加的程度逐渐减小。在水平应力比为 1.25 时,分形维数最高,表明裂纹最明显。试样损伤后形成断裂是最常见的现象。在较低的水平应力比条件下,页岩试样破坏后会产生大量的断裂结构,促进天然裂缝的扩展。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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