The Control of Thick Compound Roof Caving on a Coal Roadway
Roof accidents have always been one of the most frequent and serious casualty accidents. The researched roof on tailen-try D302 in Xinyuan Colliery is compound mudstone with 10m thick. During excavation of this roadway the collapsing length amounts to about 15m, which has a serious influence on the roadway safety. As a result, the combined support system of cable truss is put forward, then the support parameters are determined by numerical simulation and the final scheme is applied. The cable truss system was proved to play an important part in the scheme and the design method was reasonable and effective.
Cable truss Roof caving Combined support Numerical simulation
HE Fulian YIN Dongping YAN Hong LI Kaiqing YANG Hongzeng
College of Resources & Safety Engineering,China University of Mining & Technology, Beijing 100083, C College of Resources & Safety Engineering, China University of Mining & Technology, Beijing 100083, College of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijin
国际会议
2010 International Conference on Mine Hazards Prevention and Control(第二届矿山灾害预防与控制国际学术会议 ICMHPC)
青岛
英文
717-721
2010-10-15(万方平台首次上网日期,不代表论文的发表时间)