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特厚煤层综放开采覆岩破断与异常性机制特征研究

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为确定特厚煤层综放开采条件下工作面矿压显现规律和覆岩结构特征,同时研究异常性机制,采用现场实测和数值模拟的方法研究了工作面破坏情况和不同推进距离下的应力分布规律.基于内外应力场理论和材料力学,得到了悬臂梁结构的形成条件以及几何特征,定量探究了关键层破断位置,利用物理相似模拟试验验证了关键层破断位态.结果表明:特厚煤层综放开采条件下,关键层出现"低位悬臂梁+高位砌体梁"的结构位态;悬臂梁破断长度为31.5 m,悬臂梁在距离煤壁15.4 m处发生断裂;煤层厚度增加引起关键层发生回转变形失稳,形成悬臂梁结构,解释了特厚煤层开采矿压显现剧烈的现象.
Study on the Characteristics of Fracture and Abnormality Mechanism in Comprehensive Mining of Extra-Thick Coal Seam Overburden Rock
In order to determine the mining pressure behaviour law and overburden structure characteristics of the working face under comprehensive mining conditions in extra-thick coal seam,and to study the abnormality mechanism,on-site measurement and numerical simulation methods were used to study the failure situation of the working face and the stress distribution laws under different advancing distances.Based on the internal and external stress field theory and material mechanics,the formation conditions and geometric characteristics of the cantilever beam structure were obtained,and the fracture location of the key layer was quantitatively explored.Physical similarity simulation test was used to verify the key layer fracture state.The results show that the structure of"lower cantilever beam+upper masonry beam"is formed in the key layer under the condition of comprehensive mining in extra-thick coal seam.Fracture length of the cantilever beam is 31.5 m,and the cantilever beam fractures 15.4 m away from the coal wall.The increase of coal seam thickness leads to the rotation deformation and instability of key layer,and ultimately forms the cantilever beam structure,which explains the phenomena of intense mining pressure behaviour in extra-thick seam.

Extra-thick coal seamComprehensive miningCantilever beam structureKey layerPhysical similarity simulation

张磊、王鹏、谷超、李晓斌、陈钦坤

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山西大同大学煤炭工程学院,山西 大同市 037003

中国矿业大学(北京)能源与矿业学院,北京 100083

特厚煤层 综放开采 悬臂梁结构 关键层 物理相似模拟

大同市科技计划重点研发(高新技术领域)项目山西大同大学产学研项目

20220052022CXY14

2024

矿业研究与开发
长沙矿山研究院有限责任公司 中国有色金属学会

矿业研究与开发

CSTPCD北大核心
影响因子:0.763
ISSN:1005-2763
年,卷(期):2024.44(1)
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