煤炭工程 ›› 2016, Vol. 48 ›› Issue (12): 87-90.doi: 10.11799/ce201612027

• 研究探讨 • 上一篇    下一篇

硬厚顶板工作面开采围岩运移数值模拟与分析

胡乐天   

  1. 安徽理工大学
  • 收稿日期:2016-03-09 修回日期:2016-06-08 出版日期:2016-12-10 发布日期:2016-12-22
  • 通讯作者: 胡乐天 E-mail:164139913@qq.com

Numerical Simulation and Analysis of the Movement of the Surrounding Rock in the Working Wace of Hard and Thick Roof

  • Received:2016-03-09 Revised:2016-06-08 Online:2016-12-10 Published:2016-12-22

摘要: 采用UDEC软件对硬厚顶板条件下潘北矿11313工作面开采时顶底板应力分布和覆岩运移规律进行数值模拟与分析,得出工作面在回采过程中,工作面初次来压步距为52m,周期来压步距为30m|切眼煤柱后方、工作面煤壁前方支承压力也逐渐增大,当推进到一定距离时,支承压力基本保持不变|采场围岩不同层位支承压力峰值位置表现为:底板7m小于底板3m小于顶板9m小于顶板33m。通过现场实测可知,其模拟结果与现场相符合。

关键词: 硬厚顶板, 数值模拟, 围岩运移, 采动应力

Abstract: Using UDEC software to simulate and analyze the thick and hard roof condition of Panbei mine 11313 work face mining roof and floor stress distribution and the movement rule of overlying strata,in the working face in mining process, it is concluded that fracture step distance is 55m ~ 60m, in working face roof above 46m range fracture development is vertical fractures,the working face roof above 46m range is fracture zone, The fracture development of 46m ~ 88m above the roof of the working face is basically a layer to crack,the working face roof above 46m ~ 88m range is Bending zone ;The front abutment pressure of the coal pillar and the coal wall in the face of the cut is gradually increased, and when the distance is pushed to a certain distance, the support pressure remains unchanged; for the field of surrounding rock in different layers of abutment pressure peak position: the floor of 7m <the floor of 3m < the roof of 9m< the roof of 33m.

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