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关角隧道开挖围岩变形监测及分析
引用本文:余永强,路耀邦,仲玮年,凌文昌.关角隧道开挖围岩变形监测及分析[J].中南公路工程,2011(4):1-3,11.
作者姓名:余永强  路耀邦  仲玮年  凌文昌
作者单位:河南理工大学土木工程学院;中国中铁隧道集团科研所;中铁隧道集团第二工程处;
基金项目:河南省重点攻关项目(0921023313); 河南省教育厅自然科学基金(2006130002); 河南理工大学杰出青年基金(J2010-1)
摘    要:在新奥法的隧道设计理念中,施工中的变形监测成为其重要的组成部分。为实时掌握青藏铁路关角隧道的围岩变形和支护结构的受力特点,通过采用JSS30A型数显收敛计对围岩进行周边位移量和拱顶下沉量的监测,研究其围岩动态变化,预测和确认其最终稳定时间。对隧道安全施工和二次衬砌的施工时间具有重要的指导意义。

关 键 词:新奥法  隧道  围岩变形  监测

The Monitoring and Analysis of Surrounding Rock On the Guan Jiao Tunnel Excavation
YU Yongqiang,LU Yaobang,ZHONG Weinian,LING Wenchang.The Monitoring and Analysis of Surrounding Rock On the Guan Jiao Tunnel Excavation[J].Central South Highway Engineering,2011(4):1-3,11.
Authors:YU Yongqiang  LU Yaobang  ZHONG Weinian  LING Wenchang
Institution:YU Yongqiang1,LU Yaobang2,ZHONG Weinian3,LING Wenchang3(1.School of Civil Engineering,Henan Polytechnic University,Jiaozuo,Henan 454000,China,2.Scientific Research Institute of China Railway Tunnel Group Co.,Ltd.,Luoyang,Henan 471009,3.China Tunnel Group 2nd Agency,Langfang,Henan 065000,China)
Abstract:In the tunnel NATM design concept,Monitoring and Survey of Tunnel NATM becomes an important part,For controlling the real-time characteristics of surrounding rock deformation and supporting structure in the Qinghai-Tibet railway guan jiao tunnel,by adopting the JSS30A digital convergence meter,monitoring the peripheral displacement and dome subsidence of the rock,researching the rock mechanics condition,foreseeing and confirming the stabilize time.This is of important meaning to the safety construction.
Keywords:NATM  Tunnel  Rock deformation  Monitoring  
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