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圆梁山隧道岩溶突水机理及防治对策研究
引用本文:刘招伟,何满潮,王树仁.圆梁山隧道岩溶突水机理及防治对策研究[J].岩土力学,2006,27(2):228-232.
作者姓名:刘招伟  何满潮  王树仁
作者单位:1. 北京交通大学 土建学院,北京 100044;2. 中国矿业大学(北京) 力学与建筑工程学院,北京 100083; 3. 中国地质大学(北京) 岩土工程与地热工程创新基地,北京 100083
摘    要:采用现场调查、数值模拟与理论分析相结合的研究方法,对圆梁山隧道岩溶突水的机理及其防治技术进行了系统地研究,揭示了隧道岩溶突水是受水压、岩溶充填物与隧道围岩塑性区范围等影响的渐进破坏过程,总结了隧道岩溶突水机理,并针对圆梁山隧道揭示的溶洞情况,制定了岩溶突水的防治原则,实现了复杂岩溶条件下安全、高效的施工效果。

关 键 词:圆梁山隧道  岩溶突水  数值模拟  防治对策  
文章编号:1000-7598-(2006)02-0228-05
收稿时间:2005-02-02
修稿时间:2005-02-022005-07-21

Study on karst waterburst mechanism and prevention countermeasures in Yuanliangshan tunnel
LIU Zhao-wei,HE Man-chao,WANG Shu-ren.Study on karst waterburst mechanism and prevention countermeasures in Yuanliangshan tunnel[J].Rock and Soil Mechanics,2006,27(2):228-232.
Authors:LIU Zhao-wei  HE Man-chao  WANG Shu-ren
Institution:1. Civil Engineering Department, Beijing Jiaotong University, Beijing 100044, China; 2. Geotechnical Engineering Institute, China University of Mining and Technology, Beijing 100083, China; 3. Innovative Base of Geotechnical and Gesthermal Engineering, China University of Geosciences, Beijing 100083, China
Abstract:By means of investigation on the engineering geological conditions, numerical modeling, and theoretical analysis, the mechanism of the karst water burst and its prevention countermeasures in Yuanliangshan tunnel are researched systematically. The results show that the karst water burst in tunnels is a gradually developed process, which is influenced by water pressure, different filling materials and the plastic zones around the tunnel The mechanism of the karst water burst in tunnels is summarized; and in light of the karst conditions exposed in Yuanliangshan tunnel, the principles for preventing the karst waterburst are established. Thus, construction of tunnels under complex karst conditions with safety and high efficiency has been achieved.
Keywords:Yuanliangshan tunnel  karst water burst  numerical simulation  prevention countermeasure
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