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浅埋煤层开采覆岩及地表沉陷预测

Subsidence prediction of overburden strata and ground surface in shallow coal seam mining.

作者信息

Cao Jian, Huang Qingxiang, Guo Lingfei

机构信息

Institute of Mining Engineering, Inner Mongolia University of Science and Technology, Baotou, 014010, Inner Mongolia, China.

School of Energy, Xi'an University of Science and Technology, Xi'an, 710054, Shaanxi, China.

出版信息

Sci Rep. 2021 Sep 23;11(1):18972. doi: 10.1038/s41598-021-98520-9.

Abstract

Shallow coal seam with thick soil layer is widely reserved in the Jurassic Coalfield, Western China, mining-induced subsidence represents complex characteristics. Combining with physical simulation, theoretical analysis and in-situ observation, the overburden strata structure in dip direction were revealed, and the subsidence prediction models were established, based on this, the subsidence equations of overburden strata and ground surface were proposed. The results show that after shallow coal seam mining, based on the subsidence and movement characteristics, the overburden strata structure can be divided into three zones, which are "boundary pillar F-shape zone" (BPZ), "trapezoid goaf zone" (TGZ) and "coal pillar inverted trapezoidal zone" (CPZ). The subsidence of overburden strata depends on the key stratum, while the subsidence of soil layer depends on the bedrock subsidence basin, which is between the bedrock and thick soil layer. The bedrock subsidence is mainly related to mining height and bulking coefficient in TGZ, while it is mainly affected by mining height and distribution load on the key stratum in BPZ and CPZ. According to physical simulation and theoretical model, the maximum surface subsidence of No.1-2 seam mining in Ningtiaota coal mine are 1.1 m and 1.07 m respectively, which is basically consistence with the result of in-situ observation (1.2 m).

摘要

中国西部侏罗纪煤田赋存着大量的厚土层浅埋煤层,开采引起的地表沉陷具有复杂的特征。通过物理模拟、理论分析和现场实测相结合的方法,揭示了倾向方向覆岩结构特征,建立了地表沉陷预计模型,在此基础上,提出了覆岩及地表沉陷计算公式。研究结果表明,浅埋煤层开采后,覆岩结构根据其移动变形特征可划分为3个区域,即“边界煤柱F形区”(BPZ)、“梯形采空区”(TGZ)和“煤柱倒梯形区”(CPZ)。覆岩的下沉主要取决于关键层,而土层的下沉则取决于基岩与厚土层之间的基岩下沉盆地。基岩下沉在TGZ主要与采高和碎胀系数有关,而在BPZ和CPZ主要受采高和关键层上分布载荷的影响。根据物理模拟和理论模型,柠条塔煤矿1-2煤层开采引起的地表最大下沉分别为1.1m和1.07m,与现场实测结果(1.2m)基本一致。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/cf5b/8460826/c4f69bbefd9a/41598_2021_98520_Fig1_HTML.jpg

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