下保护层开采数值模拟与突水危险性评价
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国家自然科学基金资助项目(51104059);国家重点基础研究发展计划(2012CB723103);教育部“创新团队发展计划”(IRT1235);河南省瓦斯地质与瓦斯治理重点实验室——省部共建国家重点实验室培育基地开放课题(WS2012B07);河南理工大学博士基金资助项目(B2011-062)


Numerical simulation and water inrush risk evaluation for lower protective seam mining
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    摘要:

    为了确定断层附近防隔水煤(岩)柱的合理宽度,解决煤炭安全生产问题,以山西省某矿下保护层?晌こ萄芯慷韵螅肍LAC 3D数值模拟软件进行了数值仿真计算,充分考虑了断层的产状和落差,再现了回采工作面在推进过程中的顶底板采动裂隙的发展情况,并结合经验公式法确定了隔水煤(岩)柱的合理宽度。同时还利用数值计算结果,对该矿六采区下保护层?勺髁送凰O招云兰邸Q芯拷峁砻鳎憾喜悴坏怯跋毂;げ憧-傻装迦哦苹党潭鹊闹匾蛩兀彩侨范ǚ栏羲?岩)柱宽度的关键所在。在对矿井突水危险性评价中,应该考虑采动对底板扰动破坏的影响。

    Abstract:

    In order to determine the safe width of fault waterproof coal (rock) pillar and solve the safety mining problem,the lower protective seam mining of a coal mine in Shanxi Province is taken as an engineering research object. Taking faults’ occurrence and throw into account,numerical tests with FLAC 3D numerical simulation software are conducted to investigate the development of mining-induced fractures in coal seam roof and floor,and the reasonable width of waterproof coal (rock) pillar is determinated through combining numerical simulation with empirical formula method. In addition,the risk evaluation of coal seam floor water inrush of No.6 mining area in this coal mine is finished using the result of numerical simulation. It is shown that fault is not only an important factor affecting the disturbance failure extent of coal seam floor in protective seam mining,but a key factor determining the safe width of waterproof coal (rock) pillar. In the risk evaluation of coal mine water inrush,the effect from mining-induced disturbance failure of coal seam floor should be considered.

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王登科,魏建平,温志辉,王云刚.下保护层开采数值模拟与突水危险性评价[J].重庆大学学报,2013,36(9):64-70.

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  • 在线发布日期: 2013-10-05
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