A case study of multi-seam coal mine entry stability analysis with strength reduction method

作     者：Tulu Ihsan Berk Esterhuizen Gabriel S. Klemetti Ted Murphy Michael M. Sumner James Sloan Michael 

作者机构：Ground Control Branch NIOSH Office of Mine Safety and Health Research Pittsburgh PA 15216 USA Lone Mountain Processing Inc. St. Charles VA 24282 USA 

出 版 物：《International Journal of Mining Science and Technology》 (矿业科学技术学报（英文版）)

年 卷 期：2016年第26卷第2期

页      面：193-198页

核心收录：

学科分类：081901[工学-采矿工程] 0709[理学-地质学] 0819[工学-矿业工程] 0808[工学-电气工程] 08[工学] 0818[工学-地质资源与地质工程] 0708[理学-地球物理学] 0807[工学-动力工程及工程热物理] 0815[工学-水利工程] 0813[工学-建筑学] 0814[工学-土木工程] 

基　　金：Intramural CDC HHS [CC999999] Funding Source: Medline 

主　　题：Coal mine ground control Multiple seam mining Phase 2 FLAC3D Strength reduction method Roof supports 

摘      要：In this paper,the advantage of using numerical models with the strength reduction method(SRM) to evaluate entry stability in complex multiple-seam conditions is demonstrated.A coal mine under variable topography from the Central Appalachian region is used as a case *** this mine,unexpected roof conditions were encountered during development below previously mined *** mapping and observation of ground conditions were used to quantify the success of entry support systems in three room-and-pillar *** model analyses were initially conducted to estimate the stresses induced by the multiple-seam mining at the locations of the affected *** SRM was used to quantify the stability factor of the supported roof of the entries at selected *** SRM-calculated stability factors were compared with observations made during the site visits,and the results demonstrate that the SRM adequately identifies the unexpected roof conditions in this complex *** is concluded that the SRM can be used to effectively evaluate the likely success of roof supports and the stability condition of entries in coal mines.