|
|
|
| Stability analysis of floor roadway under the influence of coal seam mining |
| Guo Junfeng1, Xu Yunong2, Zhou Tong2, Guo Mingzhe2 |
| 1.Sunjiacha Longhua Mining Co., Ltd. of Shaanxi Coal and Chemical Industry Group, Yulin 719314, China;
2. State Key Laboratory of Deep Geotechnical Mechanics and Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China |
|
|
|
|
Abstract The mining of overlying coal seams causes stress redistribution in the surrounding rock of the floor, leading to deformation and damage of the floor roadway, and even causing safety accidents and economic losses. In order to study the stability of the floor roadway under the influence of mining, this article was based on the actual working conditions of coal mining in a certain mine in northern Shaanxi. The simulation software FLAC3D was used for numerical simulation, designed an engineering monitoring plan, and processed relevant data. Finally, the numerical simulation results were compared with the measured data to verify the consistency of the research. Analysis showed that the numerical simulation shows that with the mining of No.3 coal seam, the floor stress changed the distribution of the tunnel stress field, but had little impact on the plastic zone and internal stress of the floor tunnel; The monitoring results indicated that the data obtained from the designed monitoring plan for the main roadway was similar to the numerical simulation. The impact of No.3 coal seam mining on the main roadway was relatively small, and there was no need to strengthen the support for the original roadway.
|
|
|
|
|
|
| [ 1 ] 陈炎光,陆士良. 中国煤矿巷道围岩控制[ M ]. 徐州:中国矿业大学出版社,1994.
[ 2 ] 陆士良,孙永联,姜耀东.底板岩巷和邻近煤层巷道位置及跨采矿压显现规律[ J ]. 煤炭科学技术,1994( 6 ):27-31,63.
[ 3 ] 王观宇. 阳泉矿区岩层移动角分析及应用意见[ J ]. 山西煤炭,1996( 1 ):21 - 23.
[ 4 ] 李忠华,官福海,潘一山. 基于损伤理论的圆形巷道围岩应力场分析[ J ]. 岩土力学,2004,25(增刊1):160 - 163.
[ 5 ] 王卫军,冯 涛. 加固两帮控制深井巷道底鼓的机理研究[ J ]. 岩石力学与工程学报,2005( 5 ):808 - 811.
[ 6 ] 董海龙,高全臣,张 赵,等. 两向不等压巷道围岩塑性区近似解及数值模拟[ J ]. 煤炭学报,2019,44( 11 ):3 360 - 3 368. |
|
|
|