Deformation and Failure Characteristics of Overburden Under Thin Bedrock and Thick Alluvium: A Case Study in Baodian Coal Mine

被引:0
|
作者
Yun Wu
Zhen Huang
Xiao-Zhao Li
Chun-Lu Jiang
机构
[1] Nanjing University,School of Earth Sciences and Engineering
[2] Jiangxi University of Science and Technology,School of Resources and Environment Engineering
[3] Chinese Academy of Geological Sciences,Sino Probe Center
[4] Anhui University,School of Resources and Environmental Engineering
来源
Geotechnical and Geological Engineering | 2020年 / 38卷
关键词
Thick alluvium; Thin bedrock; Deformation and failure; Physical simulation; Numerical simulation;
D O I
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中图分类号
学科分类号
摘要
Underground mining will lead to deformation and failure of overburden and frequently associated with water inrush. In view of the special situation of No.8 mining area in Baodian Coal Mine (thin bedrock and thick alluvium). According to geological engineering characteristics and overlying lithified strata, different bedrock height models were established using physical and numerical simulation. The deformation and failure of overburden, mining-induced stress, and height of the caving zone are then studied using these models. The results show that mining-induced stress is different in overburden and clay, with a large variation near the rock and clay layers. Findings also illustrate that the clay layer has an inhibitory effect on mining-induced stress. The height of the caving zone increases with the height of the bedrock, and the height of the caving zone obtained by physical and numerical simulation are similar. Through the comprehensive comparison of the height of the caving zone, it can be inferred that the height of the caving zone does not reach the thinnest position of the bedrock and no large water inrush will occur. The results obtained in this study provide an important framework for the study of coal mining safety under similar geological conditions in other locations.
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页码:5213 / 5228
页数:15
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