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地铁换乘车站基坑围护结构变形监测与数值模拟

胡安峰, 张光建, 王金昌, 宋欢

胡安峰, 张光建, 王金昌, 宋欢. 地铁换乘车站基坑围护结构变形监测与数值模拟[J]. 岩土工程学报, 2012, 34(suppl): 77-81.
引用本文: 胡安峰, 张光建, 王金昌, 宋欢. 地铁换乘车站基坑围护结构变形监测与数值模拟[J]. 岩土工程学报, 2012, 34(suppl): 77-81.
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HU An-feng, ZHANG Guang-jian, WANG Jin-chang, SONG Huan. Monitoring and numerical simulation of deformation of retaining structure excavation of a metro transfer station[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 77-81.
Citation: HU An-feng, ZHANG Guang-jian, WANG Jin-chang, SONG Huan. Monitoring and numerical simulation of deformation of retaining structure excavation of a metro transfer station[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 77-81.
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地铁换乘车站基坑围护结构变形监测与数值模拟  English Version

  • (1. 浙江大学软弱土与环境土工教育部重点实验室，浙江 杭州 310058；2. 浙江大学岩土工程研究所，浙江 杭州 310058；3. 浙江大学交通工程研究所，浙江 杭州 310058；4. 中铁二院工程集团有限公司，四川 成都 610000)

详细信息
    作者简介:

    胡安峰(1974– )，男，博士，副教授，主要从事软黏土力学与深基坑研究工作。

  • 中图分类号: TU473

Monitoring and numerical simulation of deformation of retaining structure excavation of a metro transfer station

  • (1. Key Laboratory of Soft Soil and Environmental Geotechnical Engineering of the Ministry of Education, Zhejiang University, Hangzhou 310058, China; 2.Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China; 3. Institute of Transportation Engineering, Zhejiang University, Hangzhou 310058, China; 4. China Railway Eryuan Engineering Group Co. Ltd., Chengdu 610000, China)

摘要

    摘要
  • 摘要: 以某地铁换乘车站基坑为研究背景，分析了基坑施工过程中地下连续墙水平位移随基坑开挖深度和时间的变化规律。建立三维有限元模型对地铁车站深基坑开挖进行模拟计算，将获得的地下连续墙变形结果与监测结果进行了对比分析。结果表明：地下连续墙最大水平位移的计算值与实测值差距很小，其发展变化的趋势几乎一致，有限元计算的结果是可信的。三维有限元模型能够更好的考虑基坑空间效应对地下连续墙水平位移的影响，可以为优化设计和施工提供有益的参考。
    Abstract: Based on the excavation project of a metro transfer station, the change laws of horizontal deformation of the retaining structure with the excavation depth and time are studied. Three-dimensional finite element model is established to simulate the excavation of the metro station. The FEM results and in-situ monitoring results of retaining structure deformation are compared. The results show that the difference of the maximum horizontal displacement of diaphragm wall between the calculated and in-situ monitoring results is small. And the trend of change laws is almost uniform. The results of finite element analysis are credible. Three-dimensional finite element model can consider the influence of spatial effect to the horizontal displacement of diaphragm wall. It may provide reference for the design and construction.
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    • 参考文献(10)
  • [1] 应宏伟, 杨永文, 胡安峰，等. 软土某深基坑开挖的实测性状和环境效应分析[J]. 土木工程学报, 2011(增刊2): 90–93. (YING Hong-wei, YANG Yong-wen, HU An-feng, et al. Analysis on observed performance and environmental effect of a deep excavation in soft clay[J]. China Civil Engineering Journal, 2011(S2): 90–93. (in Chinese))
    [2] 武朝军, 陈锦剑, 叶冠林, 等. 苏州地铁车站基坑变形特性分析[J]. 岩土工程学报, 2010(增刊1): 458–462. (WU Chao-jun, CHEN Jin-jian, YE Guan-lin, et al. Deformation characteristics of foundation pits of subway stations in Suzhou[J]. Chinese Jounal of Geotechnical Engineering, 2010(S1): 458–462. (in Chinese))
    [3] 杨有海, 武进广. 杭州地铁秋涛路车站深基坑支护结构性状分析[J]. 岩石力学与工程学报, 2008(增刊2): 3386–3392. (YANG You-hai, WU Jin-guang. Analysis of retaining structures for deep foundation pit of qiutao road station in Hangzhou metro[J]. Chinese Journal of Rock Mechanics and Engineering. 2008(S2): 3386–3392. (in Chinese))
    [4] 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. (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. (in Chinese))
    [5] 刘 杰, 姚海林, 任建喜. 地铁车站基坑围护结构变形监测与数值模拟[J]. 岩土力学, 2010(增刊2): 456–461. (LIU Jie, YAO Hai-lin, REN Jian-xi. Monitoring and numerical simulation of deformation of retaining structure in subway station foundation pit[J]. Rock and Soil Mechanics, 2010(S2): 456–461. (in Chinese))
    [6] 强 健. 深大基坑施工对邻接地铁工程的影响分析[J]. 地下空间与工程学报, 2010(增刊1): 1432–1437. (QIANG Jian. Analysis of influence of deep excavation on adjacent subway project[J]. Chinese Journal of Underground Space and Engineering, 2010(S1): 1432–1437. (in Chinese))
    [7] 吴铭炳, 林大丰, 戴一鸣, 等. 坑中坑基坑支护设计与监测[J]. 岩土工程学报, 2006(增刊1): 1569–1572. (WU Ming-bing, LIN Da-feng, DAI Yi-ming, et al. Design and monitoring of retaining of pits in foundation-pit[J]. Chinese Jounal of Geotechnical Engineering, 2006(S1): 1569–1572. (in Chinese))
    [8] 霍军帅, 宫全美, 陈 娟. 坑中坑基坑围护结构变形特性分析[J]. 土木建筑与环境工程, 2011(增刊1): 139–142. (HUO Jun-shuai, GONG Quan-mei, CHEN Juan. Analysis of the deformation of retaining structure of pit-in-Pit excavation[J]. Journal of Civil, Architectural & Environmental Engineering, 2011(S1): 139–142. (in Chinese))
    [9] 侯新宇, 刘松玉, 童立元. 地铁换乘站坑中坑开挖变形特性[J]. 东南大学学报(自然科学版), 2011(6): 1289–1294. (HOU Xin-yu, LIU Song-yu, TONG Li-yuan. Deformation characteristics in pit-in-pit of metro interchange station[J]. Journal of southeast university (Natural Science), 2011(6): 1289–1294. (in Chinese))
    [10] 刘 燕, 刘国彬, 孙晓玲, 等. 考虑时空效应的软土地区深基坑变形分析[J]. 岩土工程学报, 2006(增刊1): 1433–1436. (LIU Yan, LIU Guo-bin, SUN Xiao-ling, et al. Analysis of deformation laws by using the rule of time-space effect in soft soil excavation[J]. Chinese Jounal of Geotechnical Engineering, 2006(S1): 1433–1436. (in Chinese))
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出版历程
  • 收稿日期:  2012-11-12
  • 发布日期:  2012-11-12

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