Subsidence rules of underground coal mines for different soil layer thickness: Lu'an Coal Base as an example, China

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• 作者：Haifeng Hu ; Xugang Lian
• 关键词：Numerical simulation ; Ground movement and deformation ; Prediction of ground subsidence ; Subsidence rules ; Ratio of soil layer to bedrock
• 刊名：International Journal of Coal Science & Technology
• 出版年：2015
• 出版时间：September 2015
• 年：2015
• 卷：2
• 期：3
• 页码：178-185
• 全文大小：2,023 KB
• 刊物类别：Fossil Fuels (incl. Carbon Capture); Geotechnical Engineering & Applied Earth Sciences; Mineralogy;
• 刊物主题：Fossil Fuels (incl. Carbon Capture); Geotechnical Engineering & Applied Earth Sciences; Mineralogy;
• 出版者：China Coal Society
• ISSN：2198-7823

文摘

Damage caused by underground coal mining is a serious problem in mining areas in China; therefore, studying and obtaining the rules of ground movement and deformation under different geological conditions is of great importance. The numerical software ANSYS was used in this study to simulate mining processes under two special geological conditions: (1) thick unconsolidated soil layer and thin bedrock; (2) thin soil layer and thick bedrock. The rules for ground movement and deformation for different soil layer to bedrock ratios were obtained. On the basis of these rules, a prediction parameter modified model of the influence function was proposed, which is suitable for different values of unconsolidated soil layer thickness. The prediction results were verified using two sets of typical field data.