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“新奥法”在东江—深圳供水改造工程观音山隧洞施工中的应用
引用本文:周清,孙博,吴中伟.“新奥法”在东江—深圳供水改造工程观音山隧洞施工中的应用[J].华北水利水电学院学报,2001,22(4):46-49.
作者姓名:周清  孙博  吴中伟
作者单位:1. 广东省水利水电第二工程局,
2. 华北水利水电学院外语部,
3. 黄河水利委员会勘测规划设计研究院,
摘    要:在东江—深圳供水改造工程观音山隧洞施工中 ,以“新奥法”理论为指导 ,运用联合支护和围岩量测等技术 ,成功地穿越了洞口不良地质段 .在Ⅱ、Ⅲ类围岩的施工中 ,取得良好的爆破效果 .对联合支护的参数、光面爆破的参数确定 ,围岩和支护结构变形的管理进行了探讨 .

关 键 词:隧洞施工  新奥法  联合支护  光面爆破
文章编号:1002-5634(2001)04-0046-04
修稿时间:2001年9月5日

The application of NATM to Guan Yin Shan tunnel construction in Dongjian-Shenzhen supply modification works
ZHOU Qing ,SUN Bo ,WU ZHong wei.The application of NATM to Guan Yin Shan tunnel construction in Dongjian-Shenzhen supply modification works[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,2001,22(4):46-49.
Authors:ZHOU Qing  SUN Bo  WU ZHong wei
Affiliation:ZHOU Qing 1,SUN Bo 2,WU ZHong wei 3
Abstract:In Guan Yin Shan tunnel construction of Dongjiang Shenzhen water supply modification works, based on the theory of NATM, by employing the techniques such as joint supports and wall rock measurement, the bad geologic sections within the tunnel portals have been successfully cut through. In the construction of types Ⅱ and Ⅲ wall rocks, good explosive results have been achieved. This paper discusses the definition of joint support and smooth blasting parameters and the management of wall rock and support structure deformations.
Keywords:tunnel construction  NATM  joint support  smooth blasting  
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