Study on the Application of Finite Difference in Geological Mine Fault Groups: A Case Study

Processes Pub Date : 2024-06-05 DOI:10.3390/pr12061162
Jianbo Yuan, Chao Wang, Zhigang Liu, Jingchao Lyu, Yajun Lu, Wuchao You, Jiazheng Yan
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Abstract

Fault structures can cause a bad mining environment and increase the stress of surrounding coal pillar faults. The study investigates the stress evolution characteristics within fault structure groups and their surrounding coal pillars and explores the extent to which these fault structure groups influence the stress distribution in coal pillars. Based on three-dimensional modeling technology, a transparent geological model of the geological environment of fault structure groups was constructed and finite difference software was used to generate a numerical simulation model. Two survey lines and four survey points were arranged to analyze the stress distribution of a coal pillar fault. The results show that the fault structure groups have obvious stress barrier effects. There is a 35 m stress reduction zone in the hanging wall of the fault and a 30 m stress increase zone in the footwall of the fault. Both FL-1 and FL-3 faults have a stress barrier effect in the hanging wall. The obvious stress increases in the footwall of the fault are 37.7 MPa and 33.5 MPa, respectively. The stress of the FL-2 fault as a whole appears to be a more obvious superposition at the end of mining, and the peak stress reaches 41.5 MPa.
有限差分法在地质矿产断层群中的应用研究:案例研究
断层构造会造成恶劣的开采环境,并增加周围煤柱断层的应力。本研究研究了断层构造群内部及其周围煤柱的应力演化特征,探讨了断层构造群对煤柱应力分布的影响程度。基于三维建模技术,构建了断层构造群地质环境的透明地质模型,并利用有限差分软件生成了数值模拟模型。布置了两条测线和四个测点,分析了煤柱断层的应力分布。结果表明,断层构造群具有明显的应力屏障效应。断层挂壁存在 35 m 的应力减弱区,断层底壁存在 30 m 的应力增大区。FL-1和FL-3断层的悬壁都有应力屏障效应。FL-1和FL-3断层的悬壁都有应力屏障效应,断层脚墙的应力明显增加,分别为37.7兆帕和33.5兆帕。FL-2 断层整体应力在开采末期出现较明显的叠加,峰值应力达到 41.5 兆帕。
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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