Advanced Search
  • 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
Volume 34 Issue 4
Turn off MathJax
Article Contents
Abstract
References
Related Articles
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.
shu

Vertical bearing behaviors of cellular diaphragm wall

  • 1. Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China ; 2. Shanghai Tunnel Engineering Co., Ltd. , Shanghai 200082, China

More Information
  • Published Date: April 19, 2012
    Abstract
  • 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.
    • FullText(HTML)
    • References (7)
  • [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.
    • Related Articles

  • Related Articles

    [1]GONG Jian-qing, PENG Wen-zhe. Three-dimensional finite element analysis of stress and deformation characteristics of energy piles under inclined loads[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2105-2111. DOI: 10.11779/CJGE202111017
    [2]YANG Guang-hua, LUO Yi-dao, ZHANG Yu-cheng, WANG En-qi. Determination of parameters for tangent modulus method using simple in-situ test and its application in nonlinear settlement analysis on sandy soil[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 401-408.
    [3]XU Wen-qiang, YUAN Fan-fan, WEI Chang-fu, YANG Cao-shuai. Bearing capacity of suction tapered bucket foundations based on three-dimensional finite element numerical analysis[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 485-490.
    [4]Finite element optimization method of boundary load of in-situ stress field[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(10).
    [5]JIANG Xinliang, ZONG Jinhui. Three-dimensional finite element analysis of seepage fields in foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(5): 564-568.
    [6]SUN Yue. Numerical analysis for three-dimensional resistivity model by using finite element/infinite element methods[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(7): 733-737.
    [7]LIN Zheng, CHEN Renpeng, CHEN Yunmin, XU Feng. A method for in-situ testing of coefficients of consolidation and permeability of soils[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 505-510.
    [8]ZHAO Minghua, CAO Wengui, LIU Qijian, YANG Minghui. Method of determination of vertical bearing capacity of rock-socketed pile by the settlement of pile top[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 67-71.
    [9]Xiang Hualong. Three-dimensional Finite Element Solution for Excavation and Creep in Rock Engineering[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(6): 60-71.
    [10]Yang Jing-xi, Chen Shi-jun, Lio Mao-xing, Li Ding-fang, Wang Jia-zhi. Application of Finite Element Method in Three-Dimensional Steady Seepage Problems[J]. Chinese Journal of Geotechnical Engineering, 1980, 2(2): 60-73.

Catalog

    HOU Yong-mao

    • 1. Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China ; 2. Shanghai Tunnel Engineering Co., Ltd. , Shanghai 200082, China

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Get Citation
    PDF
    XML
    Article views (1183) PDF downloads (474) Cited by()
    Related
    Website Copyright © 2010 Nanjing Hydraulic Research Institute 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：No.34 Hujuguan, Nanjing 210024, ChinaPostal Code：210024Tel：+86-25-85829534, 85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return