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

深基坑开挖导致邻近建筑群大变形损坏的实测分析

史春乐, 王鹏飞, 王小军, 芮科, 雷国辉

史春乐, 王鹏飞, 王小军, 芮科, 雷国辉. 深基坑开挖导致邻近建筑群大变形损坏的实测分析[J]. 岩土工程学报, 2012, 34(suppl): 512-518.
引用本文: 史春乐, 王鹏飞, 王小军, 芮科, 雷国辉. 深基坑开挖导致邻近建筑群大变形损坏的实测分析[J]. 岩土工程学报, 2012, 34(suppl): 512-518.
shu
SHI Chun-le, WANG Peng-fei, WANG Xiao-jun, RUI Ke, LEI Guo-hui. Field monitoring analysis of damage of buildings due to large deformations caused by adjacent deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 512-518.
Citation: SHI Chun-le, WANG Peng-fei, WANG Xiao-jun, RUI Ke, LEI Guo-hui. Field monitoring analysis of damage of buildings due to large deformations caused by adjacent deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 512-518.
shu

深基坑开挖导致邻近建筑群大变形损坏的实测分析  English Version

  • (1.昆山市住房和城乡建设局，江苏 昆山 215300；2. 昆山市建设工程质量检测中心，江苏 昆山 215300；3. 河海大学岩土力学与堤坝工程教育部重点实验室，江苏 南京 210098；4. 河海大学岩土工程科学研究所，江苏 南京 210098)

详细信息
    作者简介:

    史春乐(1969– )，男，江苏宜兴人，高级工程师，从事岩土工程监测检测及建设科技管理工作。

  • 中图分类号: TU473

Field monitoring analysis of damage of buildings due to large deformations caused by adjacent deep excavations

  • (1. Bureau of Housing and Urban-Rural Development of Kunshan, Kunshan 215300, China; 2. Kunshan Construct Engineering Quality Testing Center, Kunshan 215300, China; 3. Key Laboratory of Geomechanics and Embankment Engineering of Ministry of Education, Hohai University, Nanjing 210098, China; 4. Geotechnical Research Institute, Hohai University, Nanjing 210098, China)

摘要

    摘要
  • 摘要: 深基坑开挖对邻近建筑物的变形和安全有着重要的影响，然而，深基坑自身安全开挖却导致邻近建筑群变形损坏的工程实录却并不多见。为此，结合某高档综合楼12 m深基坑开挖工程施工过程的现场监测结果，分析了深基坑开挖导致邻近11幢建筑物的沉降变形发展过程，及其与地基条件、基坑开挖施工工序、支护结构水平位移、建筑物基础型式之间的关系。结果表明，深厚的淤泥质粉质黏土夹粉砂地基及基坑降水是诱发6幢建筑物产生超过100 mm沉降变形而损坏的根本原因，有效的止水帷幕和降水措施是控制该类地基深基坑开挖工程对邻近建筑物影响的关键。
    Abstract: Deep excavation has an important impact on the deformation and safety of its adjacent buildings. However, very limited case histories on damage of adjacent buildings caused by a safely constructed deep excavation are available. Field monitoring is carried out during the construction of a 12 m-deep excavation for the foundation of a luxury complex building. The settlement deformations of 11 adjacent buildings caused by the deep excavation are analyzed. Also investigated are the settlement-related ground conditions, construction process of the deep excavation, lateral displacements of retaining structures, and foundation types of the adjacent buildings. It is shown that the ground conditions, namely a thick mucky silty clay containing silty sand, and dewatering are the underlying causes leading to damage of 6 buildings with settlements over 100 mm. An effective water-resisting curtain and dewatering measures are the key to control the influence of deep excavation on the adjacent buildings.
    • HTML全文
    • 参考文献(11)
  • [1] 王卫东, 徐中华, 王建华. 上海地区深基坑周边地表变形性状实测统计分析[J]. 岩土工程学报, 2011, 33(11): 1659–1666. (WANG Wei-dong, XU Zhong-hua, WANG Jian-hua. Statistical analysis of characteristics of ground surface settlement caused by deep excavations in Shanghai soft soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1559–1666. (in Chinese))
    [2] 张旷成, 李继民. 杭州地铁湘湖站“08.11.15”基坑坍塌事故分析[J]. 岩土工程学报, 2010, 32(增刊1): 338–342. (ZHANG Kuang-cheng, LI Ji-min. Accident analysis for "08.11.15" foundation pit collapse of Xianghu Station of Hangzhou metro[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 338–342. (in Chinese))
    [3] 顾开云, 许 磊. 复杂条件下基坑变形控制——亚龙总部大楼基坑工程设计研究[J]. 岩土工程学报, 2006, 28(增刊): 1577–1581. (GU Kai-yun, XU Lei. Displacement control under deep foundation pits complicated conditions — design of the foundation pit of Yalong General Headquarters Building[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(S0): 1577–1581. (in Chinese))
    [4] 覃卫民, 张照仪, 王 浩, 等. 武汉团结小区商住楼工程基坑施工监测分析[J]. 岩土工程学报, 2006, 28(增刊): 1830–1833. (QIN Wei-min, ZHANG Zhao-yi, WANG Hao, et al. Analysis of excavation monitoring for Tuanjie building in Wuhan[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(S0): 1830–1833. (in Chinese))
    [5] 李进军, 王卫东, 邸国恩, 等. 基坑工程对邻近建筑物附加变形影响的分析[J]. 岩土力学, 2007, 28(增刊): 623–629. (LI Jin-jun, WANG Wei-dong, DI Guo-en, et al. Analysis of the influence of excavation engineering on additional deformation of adjacent buildings[J]. Rock and Soil Mechanics, 2007, 28(S0): 623–629. (in Chinese))
    [6] 王卫东, 徐中华. 预估深基坑开挖对周边建筑物影响的简化分析方法[J]. 岩土工程学报, 2010, 32(增刊1): 32–38. (WANG Wei-dong, XU Zhong-hua. Simplified analysis method for evaluating excavation-induced damage of adjacent buildings[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 32–38. (in Chinese))
    [7] 郑 刚, 李志伟. 基坑开挖对邻近任意角度建筑物影响的有限元分析[J]. 岩土工程学报, 2012, 34(4): 615–624. (ZHENG Gang, LI Zhi-wei. Finite element analysis of response of buildings with arbitrary angle adjacent to excavations[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 615–624. (in Chinese))
    [8] SON M, CORDING E J. Responses of buildings with different structural types to excavation-induced ground settlements[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2011, 137(4): 323–333.
    [9] 江苏苏州地质工程勘察院. 昆山中茵世贸广场岩土工程勘察报告[R]. 苏州: 江苏苏州地质工程勘察院, 2006. (Jiangsu Suzhou Geological Engineering Investigation Institute. Geotechnial engineering investigation report for Kunshan Zhongyin World Trade Plaza[R]. Shuzhou: Jiangsu Suzhou Geological Engineering Investigation Institute, 2006. (in Chinese))
    [10] GB50292—1999 民用建筑可靠性鉴定标准[S]. 1999. (GB50292—1999 Standard for appraiser of reliability of civil building[S]. 1999. (in Chinese))
    [11] JGJ8 建筑变形测量规范[S]. 2007. (JGJ8 Code for deformation measurement of building and structure[S]. 2007. (in Chinese))
    • 相关文章
    • 施引文献
    • 资源附件(0)
计量
  • 文章访问数:  1042
  • HTML全文浏览量:  0
  • PDF下载量:  415
  • 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(11)
    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