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高水压富水山岭隧道设计浅谈及工程实例
引用本文:王伟,苗德海.高水压富水山岭隧道设计浅谈及工程实例[J].现代隧道技术,2007,44(5):24-29.
作者姓名:王伟  苗德海
作者单位:铁道第四勘察设计院,武汉,430063
摘    要:通过对地下水渗流场的理论分析,结合宜万线齐岳山隧道高水压富水地段现场具体处理情况,得出高水压富水隧道设计应注意的主要原则:"以堵为主,限量排放"是高水位富水隧道设计应遵循的基本原则,限量标准应根据隧道区域内具体情况类比确定;地层注浆是实现限量排放的主要方式,确定注浆加固圈范围时应确保注浆帷幕体自身的稳定;排水系统是衬砌结构设计中不可缺少的一部分,在完善可靠的排水系统下,衬砌结构承受的外水荷载能较大幅度地进行折减。

关 键 词:山岭隧道  高水压富水  设计施工
文章编号:1009-6582(2007)05-0024-06

Discussion on the design of water - soaked mountain tunnels with high water pressure
Wang Wei,Miao Dehai.Discussion on the design of water - soaked mountain tunnels with high water pressure[J].Modern Tunnelling Technology,2007,44(5):24-29.
Authors:Wang Wei  Miao Dehai
Abstract:Based on the theoretical analysis of the flow field of ground water and through the practice of Qiyueshan tunnel with high water pressure and water-soaked sections,several main principles about the design of this kind of tunnels are proposed:the main principle is "taking water-stopping precedence over limited discharge",the standard of the limited discharge is defined by analogy according to the concrete tunnel situation;curtain grouting is the main measure for the limited discharge;the stability of the grouted rock mass is ensured by properly determining the extent of grouted area;the drainage system is an essential part of the lining structure;under reliable design of drainage system,external water pressure acting on the lining structure can be reduced to a large extent.
Keywords:Mountain tunnel  High water pressure and water-soaked  Design and construction
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