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某地铁隧道工后沉降稳定性判断研究
引用本文:陈星.某地铁隧道工后沉降稳定性判断研究[J].土工基础,2014(3):103-105.
作者姓名:陈星
作者单位:中铁四院集团西南勘察设计有限公司,昆明650200
摘    要:地铁隧道建设规模不断扩大,工程建设期间经常需要判定工后沉降是否稳定,其关系到后期设备安装等工期计划。工程实践中常采用理论公式法、经验推算预测法及数值分析等方法。根据某地铁明挖隧道实例,采用上述三种方法判断研究工后沉降稳定问题,为合理安排工程筹划提供参考。

关 键 词:地铁隧道  工后沉降  理论公式法  经验推算预测法  数值分析法

Analysis the Post Construction Settlement of a Metro Tunnel
CHEN Xing.Analysis the Post Construction Settlement of a Metro Tunnel[J].Soie Engineering and Foundation,2014(3):103-105.
Authors:CHEN Xing
Affiliation:CHEN Xing (China Railway Siyuan Group Southwest Survey and Design Co. , Ltd, Kunming, 650200)
Abstract:In the metro construction practice, it is often required to predict the post construction settlement magnitude duringthe construction. A stable post construction settlement is critical for the scheduling of the equipment installation and others.Three methods are often used:theoretical method; empirical method; and numerical analysis method. This paper presents theresults of all three methods. A decision of whether a stable post construction settlement can be obtained was made based onthree settlement prediction results.
Keywords:Metro Tunnel  Post Construction Settlement  Theoretical Method  Empirical Method  Numerical Analysis
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