首页 | 本学科首页   官方微博 | 高级检索  
     检索      

隧道围岩大变形信息化施工
引用本文:黄志煌,戴京华,王立娟,孙伟,李天斌.隧道围岩大变形信息化施工[J].隧道建设,2010,30(1):58-62.
作者姓名:黄志煌  戴京华  王立娟  孙伟  李天斌
作者单位:1. 成都理工大学地质灾害防治与地质环境保护国家重点试验室,成都,610059
2. 福建龙岩永武高速公路有限公司,福建,龙岩,364000
3. 西北综合勘察设计研究院,西安,710003
基金项目:四川省青年科技基金项目(09ZQ026-083)
摘    要:建议以实施隧道监控量测的必测项目为主导,为围岩和支护的变形过程把脉,强调监控量测信息的时效性及其核心指导作用,并依据工程实例——在乌鞘岭隧道9#斜井中,围岩和支护出现大变形状态下,评判初期支护的安全性、经济性,探讨初期支护参数合理性和衬砌施作时机。建立一套简洁的监控量程实施操作系统,努力实现隧道施工过程信息化,在施工实践中协调各个关键环节,并在实际的施工效果中得到检验。

关 键 词:隧道大变形  监控量测  围岩  信息化施工
收稿时间:2009-11-18
修稿时间:2010-01-20

Information aided Construction of Tunnels in Surrounding |Ground with Large Deformation Potential
HUANG Zhihuang,Dai Jinghua,WANG Lijuan,Sun Wei,LI Tianbin.Information aided Construction of Tunnels in Surrounding |Ground with Large Deformation Potential[J].Tunnel Construction,2010,30(1):58-62.
Authors:HUANG Zhihuang  Dai Jinghua  WANG Lijuan  Sun Wei  LI Tianbin
Institution:1.State Key Laboratory of Geohazard Prevention & Geoenvironment Protection of Chengdu University of Technology/a>;Chengdu 610059/a>;China/a>;2.Yong'an-Wuping Expressway Co./a>;Ltd./a>;Longyan 364000/a>;Fujian/a>;3.Northwest Research Institute of Engineering Investigations and Design/a>;Xi'an 710003/a>;China
Abstract:During the construction of No.9 inclined shaft of Wushaoling tunnel,large deformation occurs to the surrounding rock mass and the reinforcement structure.In the paper,the safety and economy of the primary reinforcement structure are evaluated and the rationality of the primary reinforcement parameters and the lining installation timing are discussed.It is proposed that enough attention should be paid to the compulsory monitoring items of tunnels so as to master the deformation process of the surrounding roc...
Keywords:tunnel with large deformation  monitoring  surrounding rock mass  information-aided construction  
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《隧道建设》浏览原始摘要信息
点击此处可从《隧道建设》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号