坝下深部煤层开采坝体移动变形规律的数值模拟  被引量:2

Numerical simulation on dam movement and deformation law of deep coal seam mining under dam

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作  者:张峰 秦洪岩[3] 题正义 ZHANG Feng;QIN Hongyan;TI Zhengyi(Department of Mining Engineering,Shanxi Institute of Technology,Yangquan 045000,China;School of Mining,Liaoning Technical University,Fuxin 123000,China;North China Institute of Science and Technology,Beijing 101601,China)

机构地区:[1]山西工程技术学院采矿工程系,山西阳泉045000 [2]辽宁工程技术大学矿业学院,辽宁阜新123000 [3]华北科技学院,北京101601

出  处:《煤矿安全》2022年第4期202-208,215,共8页Safety in Coal Mines

基  金:国家自然科学基金资助项目(51704148);山西省高等学校科技创新资助项目(2020L0724);山西工程技术学院校级科研资助项目(2021QD-01,20200040021)。

摘  要:针对坝体下深部煤层综放开采坝体结构小、煤层埋藏深度大,坝体结构高度与煤层埋藏深度比值较大,常规方法难以推算坝体结构的移动变形规律的问题,提出将地表和坝体结构的移动变形分开研究,定量分析地表移动变形下坝体结构的移动变形,获取了坝体结构随工作面不同推进长度下的移动变形规律,建立了坝下深部煤层开采坝体结构局部放大的时空序列反演机制。以某矿坝下工作面开采为例,研究结果表明:数值模拟得到坝体的最大下沉值为7.17 m,与实测结果7.077 m相比,绝对误差为0.093 m。In view of the problems of small dam structure,large buried depth of coal seam and large ratio of dam structure height to buried depth of coal seam,it is difficult to calculate the movement and deformation law of dam structure by conventional methods.It is proposed to separate the movement and deformation of the surface and the dam structure,quantitatively analyze the movement and deformation of the dam structure under the surface movement and deformation,obtain the movement and deformation law of the dam structure with different advancing lengths of the working face,and establish the space-time sequence inversion mechanism of local amplification of the dam structure in deep coal seam mining under the dam.Taking the mining of the working face under the dam of a mine as an example,the research results show that the maximum subsidence value of the dam body obtained by numerical simulation is 7.17 m,and the absolute error is 0.093 m compared with the measured result of 7.077 m.

关 键 词:坝体 深部煤层 移动变形 数值模拟 局部放大 

分 类 号:TD325.2[矿业工程—矿井建设]

 

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