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地铁暗挖区间重叠交叉隧道施工与监测
引用本文:段宝福,李磊. 地铁暗挖区间重叠交叉隧道施工与监测[J]. 施工技术, 2012, 41(13): 77-81
作者姓名:段宝福  李磊
作者单位:山东科技大学防灾减灾重点实验室,山东 青岛,266590
基金项目:山东科技大学2011-2012年度研究生科技创新基金
摘    要:以深圳地铁太安站—怡景站区间重叠交叉双层隧道为研究对象,对复杂环境下的关键施工技术进行阐述与分析,利用ABAQUS建立有限元计算模型,对施工过程进行数值模拟计算,并与现场的实际监测资料进行对比分析,最终证明在城市地质条件较差的情况下,群洞重叠隧道借助超前小导管注浆加固的辅助施工方法,可实现上下重叠隧道错开一定开挖步距后同步进行开挖。

关 键 词:隧道工程  浅埋暗挖  重叠交叉隧道  超前注浆  数值模拟  监测  施工技术

Construction and Monitoring of Overlapping Tunnel in Shallow Depth of Metro
Duan Baofu , Li Lei. Construction and Monitoring of Overlapping Tunnel in Shallow Depth of Metro[J]. Construction Technology, 2012, 41(13): 77-81
Authors:Duan Baofu    Li Lei
Affiliation:(Key Laboratory of Civil Engineering Disaster Prevention and Mitigation(SDUST),Qingdao,Shandong 266590,China)
Abstract:Based on overlapping tunnel from Tai’an Station to Yijing Station of Shenzhen metro,the authors describe and analyze the key construction technology in complex environment.They set up finite element model by ABAQUS to analyze the construction process and compare with monitoring data.The results show that excavating synchronously after staggering some distance between the overlapping tunnels can be realized by pre-grouting with small pipe in poor geological condition.
Keywords:tunnels  shallow-buried tunneling  overlapping tunnel  pre-grouting  simulation  monitoring  construction
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