• Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
WU Xi-chen, XU Yang-qing. Design and practice of large-scale deep excavations in deep soft soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 404-408.
Citation: WU Xi-chen, XU Yang-qing. Design and practice of large-scale deep excavations in deep soft soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 404-408.

Design and practice of large-scale deep excavations in deep soft soils

More Information
  • Received Date: November 12, 2012
  • Published Date: November 12, 2012
  • An excavation located in 1st terrace near Yangtze River in Wuhan City is taken as an example. The design concept of large scale being divided into small, segment design, severity and combined bracing is put forward. According to engineering geological conditions and construction deployment, different retaining structures such as pile-strut, double-row piles and reinforcement in passive zone are combined reasonably both in the plane and space, respectively. It achieves the convenience of earthwork and basement construction under the premise of safety and economy of supporting structures and surrounding environment. It may provide a good reference for other similar projects.
  • [1]
    徐杨青. 深基坑支护结构的优化设计计算[J]. 岩土力学, 1997, 18(2): 57–61. (XU Yang-qing. Design optimization of bracing structure of deep foundation pit[J]. Rock and Soil Mechanics, 1997, 18(2): 57–61. (in Chinese))
    [2]
    俞建霖, 龚晓南. 深基坑空间效应的有限元分析[J]. 岩土工程学报, 1999, 21(1): 21–25. (YU Jian-lin, GONG Xiao-nan. Spatial behavior analysis of deep excavation [J]. Chinese Journal of Geotechnical Engineering, 1999, 21(1): 21–25. (in Chinese))
    [3]
    徐前卫, 马险峰, 朱合华, 等. 软土地基超深基坑开挖的离心模型试验研究[J]. 土木工程学报, 2009, 42(12): 154–161. (XU Qian-wei, MA Xian-feng, ZHU He-hua, et al.Centrifugal model test on extra-deep foundation pit excavations in soft ground[J]. China Civil Engineering Journal, 2009, 42(12): 154–161 (in Chinese))
    [4]
    王晓辉. 软土深基坑支护结构内力与变形的影响因素分析[D]. 南京: 河海大学, 2003. (WANG Xiao-hui. Analysis of factors on effect of internal force and deformation frame bracing for retaining structure of deep foundation pit under soft soil[D]. Nanjing: Hohai University, 2003. (in Chinese))
    [5]
    徐杨青. 深基坑工程设计方案优化决策与评价模型研究[J].岩土工程学报, 2005, 27(7): 844–848. (XU Yang-qing. Study on the optimum decision-making and evaluation model for the design of deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 844–848. (in Chinese))
    [6]
    DB42/159—2004 基坑工程技术规程[S]. 2004. (DB42/159—2004 Technical specification for engineering of foundation excavation[S]. 2004. (in Chinese))
    [7]
    JGJ120—99 建筑基坑支护技术规程[S]. 1999. (JGJ120—99 Technical specification for retaining and protection of building foundation excavation[S]. 1999. (in Chinese))

Catalog

    XU Yang-qing

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Article views (934) PDF downloads (630) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return