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Volume 36 Issue zk2
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ZHAI Li-jia, DING Zhi, WANG Jin-yan. Simplified calculation of heaving of soldier piles during excavation of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 70-76. DOI: 10.11779/CJGE2014S2012
Citation: ZHAI Li-jia, DING Zhi, WANG Jin-yan. Simplified calculation of heaving of soldier piles during excavation of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 70-76. DOI: 10.11779/CJGE2014S2012
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Simplified calculation of heaving of soldier piles during excavation of foundation pits

  • 1. Architectural &
    Civil Engineering Design Institute Co., Ltd. Hangzhou, Hangzhou 310000, China;
    2. Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, China;
    3. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China

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  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • The heave of soldier piles in foundation pit may lead to system instability and structural cracking or failure. So far, there is no theoretical way for calculating the heaving soldier piles. Based on the unloading stress and rebound deformation of excavations, a simplified method for the heave of soldier piles is proposed considering two types of relations between the depth of the rebound effect under different excavation conditions. The influence of some typical upper structures on stiffness is analyzed. The calculated results are compared with the measured values. Some corrected parameter are proposed. The feasibility of the proposed method is validated.
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    • References (16)
  • [1]
    GB 50007—2011 建筑地基基础设计规范[S]. 2011. (GB 50007—2011 Code for design of building foundation[S]. 2011. (in Chinese))
    [2]
    POULOS H G, DAVIE E H. Pile foundation analysis and design[M]. New York: Wiley, 1980.
    [3]
    贺 翀. 深基坑的立柱桩隆起计算[J]. 岩土工程学报, 2010, 32(增刊1): 74-78. (HE Chong. Calculation of heave of soldier piles in deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 74-78. (in Chinese))
    [4]
    杨 敏, 逯建栋. 深开挖基坑回弹引起的坑中桩受力与位移计算[J]. 同济大学学报(自然科学版), 2010, 38(12): 1730-1735. (YANG Min, LU Jian-dong. A calculation of behavior of underpinning pile subject to excavation of deep foundation pit[J]. Journal of Tongji University (Natural Science), 2010, 38(12): 1730-1735. (in Chinese))
    [5]
    楼晓明, 杨 晶, 李德宁, 等. 立柱桩在深基坑分步开挖过程中的上拔位移分析[J]. 岩土工程学报, 2013, 35(1): 193-198. (LOU Xiao-ming, YANG Jing, LI De-ning, et al. Uplift displacement of soldier piles during stepped excavation of deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(1): 193-198. (in Chinese))
    [6]
    胡 琦, 凌道盛, 陈云敏, 等. 深基坑开挖对坑内基桩受力特性的影响分析[J]. 岩土力学, 2008, 29(7): 1965-1970. (HU Qi, LING Dao-sheng, CHEN Yun-min, et al. Study of loading characters of pile foundation due to unloading of deep foundation pit excavation[J]. Rock and Soil Mechanics, 2008, 29(7): 1965-1970. (in Chinese))
    [7]
    巢 斯, 王 磊, 雷小虎, 等. 上海软土地区深基坑回弹引起桩拉力的探讨[J]. 结构工程师, 2009, 25(5): 88-92. (CHAO Si, WANG Lei, LEI Xiao-hu, et al. Discussion on tensile force of piles caused by subsoil rebound in soft soil area[J]. Structural Engineers, 2009, 25(5): 88-92. (in Chinese))
    [8]
    肖 健. 考虑工程桩存在的深基坑回弹空间效应有限元分析[D]. 天津: 天津大学, 2004. (XIAO Jian. FEM analysis on 3D behavior of the pit resilience considering foundation piles[D]. Tianjin: Tianjin University, 2004. (in Chinese))
    [9]
    范 巍. 大面积深基坑开挖过程中桩基受力特性研究[D]. 上海: 上海交通大学, 2007. (FAN Wei. Behavior of pile foundation during large-scale deep excavation[D]. Shanghai: Shanghai Jiao Tong University, 2007.(in Chinese))
    [10]
    葛强强. 超深开挖对单桩承载性状的影响性研究[D]. 天津: 天津大学, 2008. (GE Qiang-qiang. Impact of ultra-deep excavation on bearing capacity of single pile[D]. Tianjin: Tianjin University, 2008. (in Chinese))
    [11]
    楼晓明, 李德宁, 刘建航. 深基坑坑底地基的回弹应力与回弹变形[J]. 土木工程学报, 2012, 45(4): 134-138. (LOU Xiao-ming, LI De-ning, LIU Jian-hang. Rebound stress and deformation below the bottom of deep excavations[J]. China Civil Engineering Journal, 2012, 45(4): 134-138. (in Chinese))
    [12]
    刘国彬, 黄院雄, 侯学渊. 基坑回弹的实用计算法[J]. 土木工程学报, 2000, 33(4): 61-67. (LIU Guo-bin, HUANG Yuan-xiong, HOU Xue-yuan. A practical method for calculating a heave of excavated foundation[J]. China Civil Engineering Journal, 2000, 33(4): 61-67. (in Chinese))
    [13]
    JGJ 94—2008 建筑桩基技术规范[S]. 2008. (JGJ 94—2008 Technical code for building pile foundations[S]. 2008. (in Chinese))
    [14]
    上海岩土工程勘察设计研究院有限公司. 杭州地铁4号线一期工程:景芳路站岩土工程勘察报告[R]. (Shanghai Geotechnical Engineering Investigation Design & Research Institute Co Ltd. The first phase project of Hangzhou Metro Line 4: Jing Fang road station of geotechnical engineering investigation report[R]. (in Chinese))
    [15]
    刘国彬, 王卫东. 基坑工程手册[M]. 北京: 中国建筑工业出版社, 2009. (LIU Guo-bin, WANG Wei-dong. Foundation pit engineering handbook[M]. Beijing: China Architecture and Building Press, 2009. (in Chinese))
    [16]
    李建民, 滕延京. 土样回弹及再压缩变形特征的试验研究[J]. 工程勘察, 2010(12): 9-14. (LI Jian-min, TENG Yan-jing. Experimental study on the characteristics of the rebound and the recompression deformation of soil under unloading[J]. Geotechnical Investigation & Surveying, 2010(12): 9-14. (in Chinese))
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