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连拱隧道施工监测与围岩稳定性分析
引用本文:吕宝华,万良勇,李志强,刘开云.连拱隧道施工监测与围岩稳定性分析[J].交通标准化,2012(3):37-41.
作者姓名:吕宝华  万良勇  李志强  刘开云
作者单位:1. 张涿高速公路张家口管理处,河北张家口,075600
2. 北京交通大学土建学院,北京,100044
3. 交通运输部科学研究院交通环保与安全研究中心,北京,100029
基金项目:中央高校基本科研业务费资助项目(C11JB00630)
摘    要:连拱隧道结构复杂,施工工序繁琐,施工期围岩稳定是关系到隧道安全施工的关键问题。结合下杨干双连拱隧道施工期围岩变形与结构受力监测,分析下杨干连拱隧道施工期结构受力与围岩稳定性情况,可供类似工程参考和借鉴。

关 键 词:连拱隧道  施工  监控量测  围岩稳定

Monitoring and Stability Analysis of Surrounding Rock During Construction Period of Multi-Arch Tunnel
L Bao-hu,WAN Liang-yong,LI Zhi-qiang,LIU Kai-yun.Monitoring and Stability Analysis of Surrounding Rock During Construction Period of Multi-Arch Tunnel[J].Communications Standardization,2012(3):37-41.
Authors:L Bao-hu  WAN Liang-yong  LI Zhi-qiang  LIU Kai-yun
Institution:1.Zhangjiakou Management Office of Zhang-Zhuo Expressway,Zhangjiakou 075600,China;2.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;3.Research Center for Environment Protection & Transportation Safety,China Academy of Transportation Sciences,Beijing 100029,China)
Abstract:Stabilization of surrounding rock is the key to construction safety for multi-arch tunnel because of its complicated structure and construction procedure.Stability of surrounding rock and structure stress are analyzed combined with deformation and structure stress monitoring of Xiayanggan Multi-Arch Tunnel during its construction period,which can present reference for other similar engineering projects.
Keywords:multi-arch tunnel  construction  monitoring  surrounding rock stabilization
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