文家坝一矿主平硐穿越特大型溶洞工程应用研究

doi:10.11799/ce202007008

Coal Engineering ›› 2020, Vol. 52 ›› Issue (7): 32-36.doi: 10.11799/ce202007008

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Application and Research of the Main Pingyu Pass of Wenjiaba No. 1 Mine through Extra Large Karst Cave Engineering

Received:2020-03-19 Revised:2020-05-13 Online:2020-07-15 Published:2020-08-21

Abstract

CLC Number:

TD353

References 16

[1]	范德友. 某地下工程溶洞处理分析[D]. 华南理工大学, 2010.
[2]	李悦. 四川省华蓥山矿区龙滩煤矿岩溶突水特征与预测研究[D]. 成都理工大学, 2011.
[3]	付博. 昆明小哨机场航站楼区岩溶发育特征及地基稳定性评价[D]. 成都理工大学, 2008.
[4]	Marschallinger R．Three-dimensionalre constructionan dvisualization of geological materials with I D L—examples and source code[J]．Computersand Geosciences，2001，27(4)：4 1 9-426．
[5]	Winkler C , Bosquet F , Cavin X , et al. Design and Implementation of an Immersive Geoscience Toolkit[C]// Visualization '99. Proceedings. IEEE, 1999.
[6]	郭明. 隐伏溶洞对隧道围岩稳定性的影响规律及鄂西山区岩溶处治技术研究[D]. 山东大学, 2014.
[7]	琚花花. 喀斯特地区溶洞顶板稳定性分析[D]. 2019.
[8]	杨孟达. 煤矿地质学[M]. 煤炭工业出版社, 2000, 3.
[9]	东兆星, 吴士良. 井巷工程[M]. 中国矿业大学出版社, 2004, 1.
[10]	何坤. 织金矿区巷道穿溶洞施工技术措施探讨[J]. 煤矿现代化, 2014, 121(4): 124-125.
[11]	杨新华, 马建, 王果. 舞阳铁山地下矿溶洞处理实践[J]. 现代矿业, 2015, 550(2): 204-205.
[12]	李秀茹, 郭恩栋, 薛帅, 等. 富水破碎带岩溶隧道突水模型试验研究[J]. 自然灾害学报, 2019, 28(02):101-108.
[13]	李利平. 高风险岩溶隧道突水灾变演化机理及其应用研究[D]. 山东大学, 2009.
[14]	宋文成, 梁正召, 刘伟韬, 等. 采场底板破坏特征及稳定性理论分析与试验研究[J]. 岩石力学与工程学报, 2019, 38(11):2208-2218.
[15]	郭相参, 陈霄鹏. 金属矿巷道溶洞处理及检测分析[J].煤矿支护, 2014(2): 26-28.
[16]	钟党磊. 冲孔桩溶洞处理技术[J]. 山西建筑, 2008, 34(1): 123-124.

Application and Research of the Main Pingyu Pass of Wenjiaba No. 1 Mine through Extra Large Karst Cave Engineering

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