Mechanisms and experimental study of directional thermal shock fracture of granite under bidirectional horizontal loading

IF 3.9 2区 工程技术 Q3 ENERGY & FUELS Geomechanics and Geophysics for Geo-Energy and Geo-Resources Pub Date : 2024-03-15 DOI:10.1007/s40948-024-00778-6
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Abstract

The study of the mechanism of thermal shock directional fracture of rocks under bidirectional horizontal stress is important for the application of directional thermal shock fracture technology. With the engineering background of the thick igneous roof overlying the coal seam, we conducted high temperature thermal shock directional fracture tests on granite under different horizontal loads to investigate the fracture mechanism. The results show that during the directional thermal shock of granite, the heating rate of borehole surrounding rock experienced three stages of rapid increase, rapid decrease and slowly decrease. AE tests were used to characterize the typical features of rocks during thermal shock fracture: the appearance of macrocracks in the specimen was accompanied by sharp increases in the cumulative AE count and the sudden drops in b-value. The experimental results show that thermal shock can create macroscopic directional fractures within the rock. Within a certain range of horizontal stress difference, the expansion direction of thermal shock cracks could be released locally from geological stress control, i.e. expanding along the direction of the minimum horizontal dominant stress. This provides completely new thinking for the cutting of hard roof and the directional fracturing of rock. In addition, directional thermal shock caused modifications in the distribution of stress in borehole surrounding rocks. We have established a model for stress distribution around the borehole rock and given the calculation formula for the initiation stress of the rock. The studies provide significant theoretical guidance for the industrial application of directional thermal shock fracturing technology.

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双向水平荷载作用下花岗岩定向热冲击断裂的机理与实验研究
摘要 研究岩石在双向水平应力作用下的热冲击定向压裂机理对定向热冲击压裂技术的应用具有重要意义。以煤层上覆厚火成岩顶板为工程背景,在不同水平荷载作用下对花岗岩进行高温热冲击定向压裂试验,研究其断裂机理。结果表明,在花岗岩定向热冲击过程中,钻孔围岩的升温速率经历了快速上升、快速下降和缓慢下降三个阶段。利用 AE 试验表征了岩石在热冲击断裂过程中的典型特征:试样出现大裂缝的同时,AE 累计数急剧增加,b 值突然下降。实验结果表明,热冲击可在岩石内部产生宏观定向裂缝。在一定的水平应力差范围内,热冲击裂缝的扩展方向可以局部摆脱地质应力的控制,即沿最小水平主导应力方向扩展。这为硬质顶板的切割和岩石的定向压裂提供了全新的思路。此外,定向热冲击改变了井眼周围岩石的应力分布。我们建立了井眼岩石周围应力分布模型,并给出了岩石起始应力的计算公式。这些研究为定向热冲击压裂技术的工业应用提供了重要的理论指导。
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来源期刊
Geomechanics and Geophysics for Geo-Energy and Geo-Resources
Geomechanics and Geophysics for Geo-Energy and Geo-Resources Earth and Planetary Sciences-Geophysics
CiteScore
6.40
自引率
16.00%
发文量
163
期刊介绍: This journal offers original research, new developments, and case studies in geomechanics and geophysics, focused on energy and resources in Earth’s subsurface. Covers theory, experimental results, numerical methods, modeling, engineering, technology and more.
期刊最新文献
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