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HOU Yong-mao. Vertical bearing behaviors of cellular diaphragm wall[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 701-708.
Citation: HOU Yong-mao. Vertical bearing behaviors of cellular diaphragm wall[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 701-708.

Vertical bearing behaviors of cellular diaphragm wall

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  • Published Date: April 19, 2012
  • The cellular diaphragm wall is a novel structure, which can be used as the horizontal retaining structure and the vertical bearing structure for deep excavations simultaneously. Rather conservative attitude is often adopted in the design of the cellular diaphragm wall as vertical bearing structure due to the lack of theoretical and experimental researches on the vertical bearing behaviors of cellular diaphragm walls. Based on both the in-situ test evidences and three-dimensional analyses, vertical bearing mechanism of the cellular diaphragm walls is studied. It is found that the vertical bearing mechanism of the cellular diaphragm walls is different from that of the bored piles. By performing parametric studies, the influences of the soil properties and the structural geometrical parameters on the vertical bearing behaviors of the cellular diaphragm walls are investigated. On this basis, a general formula for the calculation of the vertical bearing capacity of the cellular diaphragm walls is proposed.
  • [1]
    刘加峰 . 重力式格形地下连续墙的槽壁稳定方法 [J]. 建筑施工 , 2002, 24 (4): 260 – 262. (LIU Jia-feng. Stabilization method for trough sheeting of gravity grillage shaped underground continuous wall[J]. Building Construction, 2002, 24 (2): 260 – 262. (in Chinese))
    [2]
    汪贵平 , 李华梅 , 费永成 , 等 . 格形地下墙结构在基坑工程中的应用 [J]. 地下空间与工程学报 , 2005, 1 (4): 584 – 586. (WANG Gui-ping, LI Hua-mei, FEI Yong-cheng, et al. Application of gridding concrete retaining wall in trench engineering[J]. Chinese Journal of Underground Space and Engineering, 2005, 1 (4): 584 – 586. (in Chinese))
    [3]
    朱建明 , 肖 鹏 , 李耀良 , 等 . 我国最大的船坞工程,中船长兴造船基地施工报告 — 不良地质条件下的格形地下连续墙施工技术 [J]. 建筑施工 , 2008, 30 (10): 845 – 847. (ZHU Jian-ming, XIAO Peng, LI Yao-liang, et al. Construction report on Changxing Shipbuilding Base of China Shipbuilding Company, the largest dock engineering in China construction technology for grid-type slurry wall under poor geological conditions[J]. Building Construction, 2008, 30 (10): 845 – 847. (in Chinese))
    [4]
    夏建国 . 格形地连墙结构的设计与施工方案探讨 [J]. 水运工程 , 2004, 30 (11): 88 – 91. (XIA Jian-guo. Design and construction schemes of cellular diaphragm wall[J]. Port & Waterway Engineering, 2004, 30 (11): 88 – 91. (in Chinese) )
    [5]
    GOURVENEC S, RANDOLPH M, KINGSNORTH O. Undrained bearing capacity of square and rectangular footings[J]. International Journal of Geomechanics, 2006, 6 (3): 147 – 157.
    [6]
    SANCTIS L, MANDOLINI A. Bearing capacity of piled rafts on soft clay soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132 (12): 1600 – 1610.
    [7]
    COMODROMOS E M, PAPADOPOULOU M C, RENTZEPERIS I K. Pile foundation analysis and design using experimental data and 3-D numerical analysis[J]. Computers and Geotechnics, 2009, 36 (5): 819 – 836.
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