LIU Yang, REN Feng-yu, HE Rong-xing, CAO Jian-li. Prediction of Surface Subsidence Range Based on the Critical Medium Column′s Theory Under Ore Drawing[J]. Journal of Northeastern University Natural Science, 2018, 39(3): 416-420.
[1]Lupo J F.Progressive failure of hanging wall and footwall Kiirunavaara mine,Sweden[J].International Journal of Rock Mechanical Mine Sciences,1997,34(3/4):684. [2]Yang F,Ma F.Simulation on range of surface subsidence in worked-out section by discrete element method[J].Transactions of Nonferrous Metals Society of China,2005,15(sup1):128-131. [3]解世俊.金属矿床地下开采[M].北京:冶金工业出版社,1986:42-46.(Xie Shi-jun.Metal deposit mining under ground[M].Beijing:Metallurgical Industry Press,1986:42-46.) [4]Cruden D M.Rock slope movement in the Canadian cordillera[J].Canadian Geotechnical Journal,1985,22(4): 528-540. [5]Cruden D M,Hu X Q.Hazardous modes of rock slope movement in the Canadian rockies[J].Environmental & Engineering Geoscience,1996,2(4):507-516. [6]李海英,任凤玉,陈晓云,等.深部开采陷落范围的预测与控制方法[J].东北大学学报(自然科学版),2012,33(11):1624-1627.(Li Hai-ying,Ren Feng-yu,Chen Xiao-yun,et al.The method for predicting and controlling the range of surface subsidence during deep ore-body mining[J].Journal of Northeastern University(Natural Science),2012,33(11):1624-1627.) [7]Brown R L,Richards J C.Kinematics of the flow of dry powders and bulk solids[J].Rheologica Acta,1965,4(3):153-165. [8]Stepanoff A J.Gravity flow of bulk solids and transportation of solids in suspension[M].Hoboken:Wiley,1969. [9]Yasitli N E.Numerical modeling of surface settlements at the transition zone excavated by new Austrian tunneling method and umbrella arch method in weak rock[J].Arabian Journal of Geosciences,2013,6(7):2699-2708. [10]王燕.弓长岭铁矿东南区露天井下协同开采技术研究[D].沈阳:东北大学,2013.(Wang Yan.Technologies for coordinated mining of open-pit and underground mining at southeastern of Gongchangling iron mine[D].Shenyang:Northeastern University,2013.)