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Volume 36 Issue zk1
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YI Zhi-hong, ZENG Ji-wen. Some ideas of design of diaphragm wall for deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 138-140. DOI: 10.11779/CJGE2014S1024
Citation: YI Zhi-hong, ZENG Ji-wen. Some ideas of design of diaphragm wall for deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 138-140. DOI: 10.11779/CJGE2014S1024
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Some ideas of design of diaphragm wall for deep foundation pits

  • Wuhan Geological Prospecting &
    Foundation Engineering Co., Ltd., Wuhan 430072, China

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  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • Two kinds of new design ways for deep foundation pits are introduced, that is, “suspension wall + sinking of lateral water curtain”and “sinking of diaphragm wall + reinforcement of supporting section and unreinforcement of structural section”. A comparative analysis for design of supporting structures for the traditional deep foundation pits is performed from the aspects of quality, safety, time limit and cost. The advantages of the proposed new design ways are highlighted, and they will have a certain impact on the traditional design method.
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    • References (3)
  • [1]
    刘建航, 侯学渊. 基坑工程手册[M]. 北京: 中国建筑工业出版社, 1997. (LIU Jian-hang, HOU Xue-yuan. Excavation engineering handbook[M]. Beijing: China Building Industry Press, 1997. (in Chinese))
    [2]
    易智宏, 曾纪文, 黄 安. 地下连续墙“三合一”结构的施工技术[J]. 探矿工程（岩土钻掘工程）, 2010(8): 51-53. (YI Zhi-hong, ZENG Ji-wen, HUANG An. "Triad" of the structure of the underground continuous wall construction technology[J]. Prospecting Engineering (Geotechnical Drilling and Digging Engineering), 2010(8) : 51-53. (in Chinese))
    [3]
    易智宏, 赵建平, 汪应朝, 等. 深异型地下连续墙施工技术研究[J]. 探矿工程（岩土钻掘工程）, 2012(11): 44-50. (YI Zhi-hong, ZHAO Jian-ping, WANG Ying-chao, et al. Deep underground continuous wall construction technology research[J]. Prospecting Engineering (Geotechnical Drilling and Digging Engineering), 2012(11): 44-50. (in Chinese))
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