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Combining subsidence theory and slope stability analysis method for building damage assessment in mountainous mining subsidence regions

机译:结合沉降理论和边坡稳定性分析方法对山区采煤塌陷区建筑破坏进行评估

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摘要

Ground subsidence and surface cracks caused by coal mining are typical man-made geological hazards that can severely damage the ecological environment and buildings. In China, within the theme of sustained and stable development, accurate assessment of mining-related building damage is paramount in order to address the contradiction between coal mining enterprises and building owners. Previous research in China focused mainly on the mining areas of plains, and only a few studies have considered building damage caused by intensive mining in mountainous areas. First, based on field investigation, this study located ground surface cracks and assessed the damage to buildings in the village of Nanyetou in Shanxi Province (China) attributable to the exploitation of the 15110 working face of the Baiyangling coal mine. Second, based on the mining subsidence law and boundary angle, the surface influenced boundary caused by underground mining was determined. However, as the existing subsidence theory cannot adequately explain the phenomenon of building damage, the damage was investigated from the perspective of slope stability analysis, and the slope safety factor before and after working face mining were calculated using the Janbu method. The analytical results showed that slope instability due to a decrease of the safety factor because of the coal mining activity was the principal reason for damage to the village buildings, a finding that was confirmed by field survey and InSAR monitoring displacement. The results of this study could provide guidance and reference for the assessment of building damage caused by underground mining in mountain areas.
机译:煤矿开采引起的地面塌陷和地面裂缝是典型的人为地质灾害,会严重破坏生态环境和建筑物。在中国,以持续稳定的发展为主题,准确评估与采矿有关的建筑物的损坏至关重要,以解决煤矿企业与建筑物业主之间的矛盾。中国以前的研究主要集中在平原矿区,只有很少的研究考虑了山区密集采矿对建筑物的破坏。首先,基于现场调查,这项研究确定了地面裂缝,并评估了山西省南岳头村(中国)由于白洋岭煤矿15110工作面的开采而对建筑物造成的破坏。其次,根据开采沉陷规律和边界角,确定了地下开采引起的地表影响边界。但是,由于现有的沉降理论不能充分解释建筑物的破坏现象,因此从边坡稳定性分析的角度对破坏进行了研究,并采用Janbu方法计算了工作面开采前后的边坡安全系数。分析结果表明,由于采煤活动而导致安全系数降低而引起的边坡失稳是破坏村舍的主要原因,这一发现已通过现场调查和InSAR监测位移得到了证实。研究结果可为评估山区地下采矿对建筑物的破坏提供指导和参考。

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