枫香矿区回采巷道锚杆支护设计FLAC^(3D)模拟分析  

The FLAC^(3D) Simulation Analysis of Bolt Support Design of Return Roadway in Fengxiang Mining Area

作　　者：高林[1,2,3,4] 刘勇[2,3,4] 崔道品[2,3,4] 李可[5] 芦庆和[5] 

机构地区：[1]中国矿业大学(北京)资源与安全工程学院,北京100083 [2]贵州大学矿业学院,贵州贵阳550025 [3]贵州省非金属矿产资源综合利用重点实验室,贵州贵阳550025 [4]贵州省复杂地质矿山开采安全技术工程中心,贵州贵阳550025 [5]贵州理工学院采矿工程学院,贵州贵阳550003

出　　处：《贵州大学学报（自然科学版）》2015年第5期45-48,共4页Journal of Guizhou University:Natural Sciences

基　　金：国家自然科学基金资助项目(51264004);贵州大学青年教师科研基金资助项目(贵大自青基合字(2013)09号)

摘　　要：目前,贵州省正在大力推进小型煤矿机械化开采进程,为保证其顺利实施,基于煤巷锚杆支护技术的优越性,对枫香矿区回采巷道锚杆支护技术进行了研究。为了确保在工程实践之前回采巷道锚杆支护设计的可靠性,采用FLAC^(3D)数值模拟软件对其进行了模拟分析,得出回采巷道围岩变形量最大为38.779 mm,所受最大应力为11.616 MPa,支护效果较好,表明设计确定的回采巷道锚杆支护形式及参数是合理的,可进行下一步工程实践。At present, small coal mine mechanization mining process is being promoted vigorously in Guizhou province. In order to guarantee the smooth implementation, based on the advantages of coal roadway bolting technology, the bohing technology of return roadway in FengXiang mining area was studied. In order to ensure the reliability of the return roadway bolt support design before the engineering practice, simulation analysis was carried out by using FLAC3D numerical simulation software. It is concluded that the maximum deformation of return roadway surrounding rock is 38. 779 mm, the maximum stress is 11. 616 MPa, and the supporting effect is good, it shows that the design of return roadway boh support forms and parameters are reasonable, anti can he used in the following engineering practice.

关 键 词：枫香矿区 回采巷道 锚杆支护 数值模拟 

分 类 号：TD353.6[矿业工程—矿井建设]