Surface deformation law of mining under thick loose layer and thin bedrock: taking the southern Shandong Mining Area as an example

被引:0
|
作者
Liu H. [1 ,2 ]
Li Y. [1 ,2 ]
Su L. [3 ]
Zhu X. [1 ,2 ]
Zhang P. [1 ,2 ]
Yao M. [1 ,2 ]
Wang J. [4 ]
Wang Q. [4 ]
Si G. [4 ]
机构
[1] College of Resources and Environment Engineering, Anhui University, Hefei
[2] Anhui Engineering Laboratory of Mine Ecological Remediation, Hefei
[3] School of Mathematical Sciences, Anhui University, Hefei
[4] Guotun Coal Mine, Luxi Mining Co., Ltd., Shandong Energy Group, Heze
关键词
loose foundation ratio; probability integration method; subsidence; surface deformation; thick loose layer; thin bedrock;
D O I
10.13199/j.cnki.cst.2022-1451
中图分类号
学科分类号
摘要
The surface subsidence in the thick loose layer and thin bedrock mining area in the east of China has the characteristics of large subsidence value, wide movement range and long settling time. Taking a coal mine in Southern Shandong Mining Area as an example,this paper discusses the variation rules of coal seam mining surface deformation parameters under different loose layer and bedrock thickness ratio conditions, on the basis of field measurements, using FLAC3D, and establishes a surface deformation calculation model for coal seam mining under the conditions of different loose layer bedrock thickness ratios (0.25−5.00), studies the characteristics of surface deformation, analyzed the influence of ratio of loose layer thickness to bedrock thickness on the parameters of probability integral method, and quantitatively analyzed and discussed the conditions of thick loose layer and thin bedrock from the perspective of mining subsidence. Research shows: ①Under the same mining thickness conditions,when the ratio of loose layer thickness to bedrock thickness increases, the surface deformation amount obviously increases first and then decrease, when the ratio reaches a certain limit, the ground surface deformation tends to be stabilized; ②The subsidence coefficient, the horizontal movement coefficient and the tangent of the main influence angle all increase first and then decreases, and the inflection point is 1.75,1.25 and 1.25, respectively; ③The proportion of loose bed thickness in the average mining depth has great influence on the angle of draw and boundary angle. The boundary angle and the angle of draw gradually decrease with the increase of the ratio. Based on the above research, it is proposed that the ratio of 1.25−1.75 is the critical value for the condition of thick loose bedding and thin bedrock, which provides a theoretical basis and technical reference for the prediction of surface deformation and the prevention and control of mining subsidence disasters in typical thick loose layer thin bedrock mining areas in eastern China. © 2023 China Coal Society. All rights reserved.
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页码:11 / 23
页数:12
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