Analysis of roof structure and support load of mining face under ultra-close goaf in shallow multiple seams
HUANG Qingxiang,CAO Jian,HE Yanpeng
(Key Laboratory of Western Mine Exploitation and Hazard Prevention of Ministry of Education,School of Energy,Xi'an University of Science and Technology,Xi'an,Shaanxi 710054,China)
Based on the problem of support load determination of mining under ultra-close goaf in shallow multiple seams,taking conditionof ultra-closeseams mining in Shenfu mining area as the background,the collapsed roof structure of the secondary mining in goaf is revealed by using physical simulation experiment and theoretical analysis. The roof structure model of ultra-close seams mining is set up,and the support load calculation formula is put forward. The study shows that the roof structure has free-caving zone and slanting pillar-beam zone in the upper seam goaf. In the mining process of lower seam,roof structure movement under slanting pillar-beam zone is divided into hinged separation section and sedimentation compaction section. Through the establishment of the two stages of roof structure model,the support load calculation formulas to determine the support resistance are set up,and it is determined that the formula of sedimentation compaction section should be the basis of support selection. It is verified reliable through case analysis of shallow buried ultra-close multiple seams mining in Shigetai coal mine.
黄庆享,曹 健,贺雁鹏. 浅埋极近距采空区下工作面顶板结构及支架载荷分析[J]. 岩石力学与工程学报, 2018, 37(S1): 3153-3159.
HUANG Qingxiang,CAO Jian,HE Yanpeng. Analysis of roof structure and support load of mining face under ultra-close goaf in shallow multiple seams. , 2018, 37(S1): 3153-3159.
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