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地铁车站深基坑开挖监测与数值分析
引用本文:霍润科,颜明圆,宋战平.地铁车站深基坑开挖监测与数值分析[J].铁道工程学报,2011(5):81-85.
作者姓名:霍润科  颜明圆  宋战平
作者单位:西安建筑科技大学,西安,710055
基金项目:陕西省自然科学基础研究计划项目,陕西省重点学科建设专项资金资助,西安建筑科技大学人才科技基金
摘    要:研究目的:在地下工程建设过程中,地铁车站作为重要的地下建筑公共设施,其安全性和稳定性显得尤为重要.本文通过研究某地铁车站深基坑开挖过程,对土体和支护的变形与稳定性展开研究,为今后的地铁车站建设提供借鉴和参考.研究结论:通过综合分析评价,我们得出深基坑开挖过程中土体及支护的变化规律:入土较深的围护墙体水平位移自下而上程递...

关 键 词:深基坑  支护变形  地下连续墙  有限元

The Monitoring and Numerical Analysis of Deep Foundation in Subway Station
HUO Run-ke,YAN Ming-yuan,SONG Zhan-ping.The Monitoring and Numerical Analysis of Deep Foundation in Subway Station[J].Journal of Railway Engineering Society,2011(5):81-85.
Authors:HUO Run-ke  YAN Ming-yuan  SONG Zhan-ping
Institution:(Xi’an University of Architecture & Technology,Xi’an,Shanxi 710055,China)
Abstract:Research purposes:In the process of underground engineering building,security and stability of metro community facility shows its own particularly significance.This paper illustrates a subway in digging process,observing and studying the security and stability of the soil and supporting research,provides reference for future construction of a subway station. Research conclusions:Through comprehensive analysis and evaluation,we get the changeable regular pattern.Among the law,the horizontal displacement of digging deep retaining wall incremental growth from blew to top;during excavation,support axial force have obvious change,and ultimately to stabilize.Through the comparison of software,the conclusion was found that first line support for Foundation pit using reinforced concrete support is more reasonable,and exerting prestressing force on support is effectively to inhibit lateral displacement of diaphragm wall and soil.
Keywords:deep foundation  support deformation  cast in site diaphragm wall  finite element method
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