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Volume 36 Issue zk2
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DAI Pan, CHEN Ling, WEI Yu-chun. Application of SMW retaining wall in deep foundation pits of urban roads[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 242-244. DOI: 10.11779/CJGE2014S2041
Citation: DAI Pan, CHEN Ling, WEI Yu-chun. Application of SMW retaining wall in deep foundation pits of urban roads[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 242-244. DOI: 10.11779/CJGE2014S2041
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Application of SMW retaining wall in deep foundation pits of urban roads

  • Yunnan Provincial Plan Design and Research Institute of Communications, Kunming 650011, China

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  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • The SMW method is that the H-beam steel is inserted into a cement-soil pile, and by combining the loads that the H-beam steel bears with the anti-seepage function of cement-soil in a perfect way, a kind of retaining structure that is of load bearing and anti-seepage the same time is thus formed. The main points of design and the relevant method of SMW in foundation pits of urban roads are introduced. The concrete application of SMW method in foundation pits of urban roads is discussed. The application of SMW method has certain reference significance in the design and construction of similar foundation pit.
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    • References (2)
  • [1]
    余志成, 施文华. 深基坑支护设计与施工[M]. 北京: 中国建筑工业出版社, 1997. (YU Zhi-cheng, SHI Wen-hua. Designing and constructioning of deep foundation pit[M]. Beijing:China Architecture &Building Press, 1997. (in Chinese))
    [2]
    刘建航, 侯学渊. 基坑工程手册[M]. 中国建筑工业出版社, 1997, 4: 566-598. (LIU Jian-hang, HOU Xue-yuan. Foundation pit engineering handbook[M]. Beijing: China Architecture & Building Press, 1997, 4: 566-598. (in Chinese))
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