高级搜索
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊

无锡地区地铁车站深基坑变形特性

乔亚飞, 丁文其, 王军, 王春波

乔亚飞, 丁文其, 王军, 王春波. 无锡地区地铁车站深基坑变形特性[J]. 岩土工程学报, 2012, 34(suppl): 761-766.
引用本文: 乔亚飞, 丁文其, 王军, 王春波. 无锡地区地铁车站深基坑变形特性[J]. 岩土工程学报, 2012, 34(suppl): 761-766.
shu
QIAO Ya-fei, DING Wen-qi, WANG Jun, WANG Chun-bo. Deformation characteristics of deep excavations for metro stations in Wuxi[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 761-766.
Citation: QIAO Ya-fei, DING Wen-qi, WANG Jun, WANG Chun-bo. Deformation characteristics of deep excavations for metro stations in Wuxi[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 761-766.
shu

无锡地区地铁车站深基坑变形特性  English Version

  • (1.同济大学土木工程学院地下建筑与工程系，上海 200092；2. 同济大学岩土及地下工程教育部重点实验室，上海 200092；3. 无锡市轨道交通发展有限公司，江苏 无锡 214131）

详细信息
    作者简介:

    乔亚飞(1990– )，男，河南开封人，博士研究生，主要从事基坑与地下工程数值计算及反馈分析的研究。

  • 中图分类号: TU473

Deformation characteristics of deep excavations for metro stations in Wuxi

  • (1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 3.Wuxi rail transit development Co., Ltd., Wuxi 214131, China)

摘要

    摘要
  • 摘要: 收集了无锡市轨道交通一号线地铁车站深基坑工程的实测变形资料，统计分析了无锡地区以地下连续墙为围护结构的深基坑变形特性。结果表明，围护结构的最大侧移介于0.05%H和0.25%H之间，平均值约为0.12%H，最大侧移位置介于0.7H到1.1H之间，均值约0.9H；周边地表沉降介于0.05%H和0.13%H之间，平均值约为0.09%H；H为开挖深度。由于监测数据的离散性不利于分析不同因素对深基坑变形特性的影响规律，因此采用数值计算的方法进一步分析了开挖深度、围护结构插入比、首道支撑位置对深基坑变形的影响，得到若干规律性结果。
    Abstract: A database of many case histories of wall and ground movements due to deep excavations for metro stations in Wuxi Metro Line 1 is presented and discussed. The statistic analysis show that the maximum deflection of the retaining wall ranges from 0.05%H to 0.25%H, and the mean value is about 0.12%H. While the maximum deflection location ranges from 0.7H to 1.1H, and the mean value is about 0.9H. The ground settlement ranges from 0.05%H to 0.13%H, and the mean value is about 0.09%H. H is the excavation depth. Furthermore, factors affecting the wall deflection are investigated, and three of them, including excavation depth, embedded depth ratio and location of the first strut, are selected for numerical computation. Some conclusions are drawn from the artificial data.
    • HTML全文
    • 参考文献(10)
  • [1] LAMBE T W. Braced excavation[C]// Specialty Conference on Lateral Stress in Ground and Design of Earth-Retaining Structures Ithaca, New York, 1970, 149–218.
    [2] OU C Y, HSIEN P G, CHIOU D C. Characteristics of ground surface settlement during excavation[J]. Canadian Geotechnical Journal, 1993, 30(5): 758–767.
    [3] LONG M. Database for retaining wall and ground movements duo to deep excavations[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2001, 127(33): 203–224.
    [4] 王建华, 徐中华, 王卫东. 支护结构与主体地下结构相结合的深基坑变形特性分析[J]. 岩土工程学报, 2007, 29(12): 1889–1903. (WANG Jian-hua, XU Zhong-hua, WANG Wei-dong. Analysis of deformation behavior of deef excavations supported by permanent structure[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(12): 1889–1903. (in Chinese))
    [5] 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, 32(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 Journal of Geotechnical Engineering, 2010, 32(S1): 458–462. (in Chinese))
    [6] 徐中华, 王卫东. 敏感环境下基坑数值分析中土体本构模型的选择[J]. 岩土力学, 2010, 31(1): 258–264. (XU Zhong-hua, WANG Wei-dong. Selection of soil constitutive models for numerical analysis of deep excavations in close proximity to sensitive properties[J]. Rock and Soil Mechanics, 2010, 31(1): 258–264. (in Chinese))
    [7] 冯 虎, 刘国彬, 张伟立. 上海地区超深基坑地下连续墙的变形特性[J]. 地下空间与工程学报, 2010, 6(1): 151–156. (FENG Hu, LIU Guo-bin, ZHANG Wei-li. Deformation properties of diaphragm wall associated with excavation of ultra deep foundation pits in Shanghai[J]. China Journal of Underground Space and Engineering, 2010, 6(1): 151–156. (in Chinese))
    [8] 陈念军, 李方柱, 刘益平. 土的变形模量和压缩模量[J]. 工程勘察, 2010(增刊1): 192–195. (CHEN Nian-jun, LI Fang-zhu, LIU Yi-ping. Deformation modulus and compression modulus of soil[J]. Geotechnical Investigation & Survrying, 2010(S1): 192–195. (in Chinese))
    [9] GORDON Tung-Chin Kung. Comparison of exaction-induced wall deflection using top-down and bottom-up construction methods in Taipei silty clay[J]. Computers and Geotechnics, 2009, 36: 373–385.
    [10] YOO Chungsik, LEE Dongyeob. Deep excavation-induced ground surface movement characteristics – A numerical investifation[J]. Computers and Geotechnics, 2008, 35: 231–255.
    • 相关文章
    • 施引文献
    • 资源附件(0)
计量
  • 文章访问数:  1161
  • HTML全文浏览量:  1
  • PDF下载量:  479
  • 被引次数: 0
出版历程
  • 收稿日期:  2012-11-12
  • 发布日期:  2012-11-12

目录

摘要
HTML全文
    参考文献(10)
    相关文章
    施引文献
    资源附件(0)

    /

    返回文章
    返回
    版权所有 © 2010水利部交通部国家能源局南京水利科学研究院 苏ICP备05007122号-11公安联网备案号：32010602011255
    编辑部地址：南京市虎踞关34号《岩土工程学报》编辑部邮编：210024电话：025-85829534，85829556E-mail: ge@nhri.cn