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基坑开挖对邻近公路盾构隧道变形影响分析
引用本文:陈勇勤. 基坑开挖对邻近公路盾构隧道变形影响分析[J]. 中南公路工程, 2013, 0(3): 165-170
作者姓名:陈勇勤
作者单位:浙江公路水运工程咨询公司,浙江杭州310006
摘    要:盾构法公路隧道已成为拥有主干河流城市越江通道的主要手段之一。运营公路隧道周边基坑开挖将引起隧道的附加变形,从而影响隧道的正常安全运营。针对工程实例,采用有限元分析软件PLAXIS,分步进行基坑开挖过程对公路盾构隧道的影响分析,力求掌握在基坑开挖过程中,隧道的变形发展规律。并针对是否采取辅助加固保护措施进行分析论证,从而指导施工,确保临近公路隧道的安全。

关 键 词:公路隧道  基坑  数值模拟  隧道变形

Deformation of Road Shield Tunnel Due to Adjacent Deep Excavation
CHEN Yongqin. Deformation of Road Shield Tunnel Due to Adjacent Deep Excavation[J]. Central South Highway Engineering, 2013, 0(3): 165-170
Authors:CHEN Yongqin
Affiliation:CHEN Yongqin(Zhejiang Highway and water-way Transportation Engineering Consulting Corporation,Hangzhou,Zhejiang 310006,China)
Abstract:Shield tunnel method is used wildly for road tunnel as the underwater passage in megacity.Deformation of road shield tunnel due to adjacent deep excavation is a big issue for safety of operation tunnel.This paper simulates a real project using PLAXIS.The numerical analysis focus on the deformation of tunnel due to excavation step by step.The aim of this analysis is to investigate the development of tunnel deformation.Furthermore,cases with different protection measures is compared.The results is very useful for the engineer to conduct the construction,making sure the safety of the road tunnel nearby the deep excavation.
Keywords:road tunnel  deep excavation  numerical simulation  tunnel deformation
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