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现代隧道技术 2014, Vol. 51 Issue (1) :21-25    DOI:
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深长隧道突水致灾构造及其突水模式研究
(1中国铁道科学研究院 北京100081;2中铁西南科学研究院有限公司 成都 611731)
A Study of Geological Structures Inclined to Disaster and Models of Water Burst in Deep-Buried Long Tunnels
(1 China Academy of Railway Sciences, Beijing 100081; 2 China Railway Southeast Research Institute Co.,Ltd., Chengdu 611731)
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摘要  突水灾害是深长隧道施工最严重的地质灾害之一,而突水灾害的发生与隧道施工开挖工作面接近前方存在的含水体或隧道开挖临空面外存在的含水体密切相关。文章在分析了国内外深长隧道突水灾害产生原因的基础之上,系统地提出了深长隧道五种突水致灾构造及其致灾模型,即未胶结的富水压性断层上盘强烈破碎带、未胶结的富水张性断层带、未胶结的富水顺层错动(节理密集发育)破碎带、充水岩溶、地下向斜储水构造含水体及其突水模式,剖析了五种突水致灾构造突水灾害。
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罗雄文1
何发亮2
关键词 深长隧道   致灾构造   突水模式      
Abstract: Water bursts are one of the most serious geological disasters that can occur during the construction of long deep-buried tunnels, and their occurrences are closely related to the aquifer ahead of the working face or outside the free face. In this paper, the causes of water burst occurrences in long deep-buried tunnels are analyzed. Five kinds of structures and models are systematically presented: a highly fractured zone at upper wall of an uncemented and water-rich compressive fault ; an uncemented and water-rich tensional fault zone; an uncemented and water-rich faulted bedding plane (a closely jointed rock mass); water-filling karst; and an underground water-bearing syncline structure and its water burst model. Moreover, disasters that occurred in five kinds of structures are analyzed through examples.
Keywords Long deep-buried tunnel,   Geological structures inclined to disaster,   Water burst models     
出版日期: 2013-07-15
基金资助:基金项目:国家重点基础研究发展计划(“973”计划)“深长隧道突水突泥重大灾害致灾机理及预测预警与控制理论”资助.
作者简介: 作者简介:罗雄文(1988-),男,硕士研究生,研究方向:隧道施工地质预报研究,E-mail:165191335@qq.com
引用本文:   
罗雄文1, 何发亮2 .深长隧道突水致灾构造及其突水模式研究[J]  现代隧道技术, 2014,V51(1): 21-25
LUO Xiong-Wen-1, HE Fa-Liang-2 .A Study of Geological Structures Inclined to Disaster and Models of Water Burst in Deep-Buried Long Tunnels[J]  MODERN TUNNELLING TECHNOLOGY, 2014,V51(1): 21-25
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