Effects of in-situ stress on the stability of a roadway excavated through a coal seam  

作　　者：Li He Lin Baiquan Hong Yidu Gao Yabin Yang Wei Liu Tong, Wang Rui Huang Zhanbo 

机构地区：[1]School of Safety Engineering, China University of Mining & Technology, Xuzhou 221116, China [2]State Key Laboratory of Coal Resources and Safe Mining, China University of Mining & Technology, Xuzhou 221116, China

出　　处：《International Journal of Mining Science and Technology》2017年第6期917-927,共11页矿业科学技术学报（英文版）

基　　金：provided by the Fundamental Research Funds for the Central Universities(No.2014QNA02);the Program for Changjiang Scholars and Innovative Research Team in University(No.IRT13098);the National Basic Research Program of China(No.2011CB201205);the National Natural Science Foundation of China(No.51404261);the Natural Science Foundation of Jiangsu Province(No.BK20140196);China PostdoctoralScience Foundation funded project(No.2014M551057)

摘　　要：Roadways excavated through a coal seam can exert an adverse effect on roadway stability. To investigate the effects of in-situ stress on roadway stability, numerical models were built and high horizontal stresses at varying orientations were applied. The results indicate that stress concentrations, roadway deformation and failure increase in magnitude and extent as the excavation angle with respect to the maximum horizontal stress increases. In addition, the stress adjacent to the coal-rock interface sharply varies in space and evolves with time; coal is much more vulnerable to deformation and failure than rock.The results provide insights into the layout of roadways excavated through a coal seam. Roadways should be designed parallel or at a narrow angle to the maximum horizontal stress. The concentrated stress at the top corner of the face-end should be reduced in advance, and the coal seam should be reinforced immediately after excavation.Roadways excavated through a coal seam can exert an adverse effect on roadway stability. To investigate the effects of in-situ stress on roadway stability, numerical models were built and high horizontal stresses at varying orientations were applied. The results indicate that stress concentrations, roadway deformation and failure increase in magnitude and extent as the excavation angle with respect to the maximum horizontal stress increases. In addition, the stress adjacent to the coal-rock interface sharply varies in space and evolves with time; coal is much more vulnerable to deformation and failure than rock.The results provide insights into the layout of roadways excavated through a coal seam. Roadways should be designed parallel or at a narrow angle to the maximum horizontal stress. The concentrated stress at the top corner of the face-end should be reduced in advance, and the coal seam should be reinforced immediately after excavation.

关 键 词：ROADWAY stability Numerical simulation IN-SITU STRESS STRESS CONCENTRATION Failure Deformation 

分 类 号：TD322.4[矿业工程—矿井建设]