Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 36 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LIAN Feng, LIU Zhi, FU Jun, GONG Xian-chao, LI Qian-long, GONG Xiao-nan. Case study of double-row-pile wall[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 127-131. DOI: 10.11779/CJGE2014S1022
Citation: LIAN Feng, LIU Zhi, FU Jun, GONG Xian-chao, LI Qian-long, GONG Xiao-nan. Case study of double-row-pile wall[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 127-131. DOI: 10.11779/CJGE2014S1022
shu

Case study of double-row-pile wall

  • 1. Shandong Academy of Building Science, Jinan 250014, China;
    2.College of Civil Engineering, Zhejiang University, Hangzhou 310027, China

More Information
  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • Abstract
  • The double-row-pile wall is widely applied in foundation pits. A case study of double-row-pile wall is analyzed. The following conclusions are drawn: (1) the use of Duncan-Chang model in soil simulation can better reflect the actual deformation and internal force of retaining structures; (2) double-row-pile wall is similar to rigid enclosure structure, and the maximum deformation occurs at the pile top; (3) the excavation in falling zone further weakens the embedded function of pit soil near the retaining piles, thus in the engineering design, it is recommended to determine the depth of excavation according to the basement elevation of the falling zone.
    • FullText(HTML)
    • References (6)
  • [1]
    应宏伟, 初振环. 带撑双排桩支护结构性状分析[J].岩土工程学报, 2006, 28(增刊1): 1450-1454. (YING Hong-wei, CHU Zhen-huan. Analysis of braced retaining structures with double-row piles[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(S1): 1450-1454. (in Chinese))
    [2]
    郑 刚, 李 欣, 刘 畅. 考虑桩土相互作用的双排桩分析[J]. 建筑结构学报, 2004, 25(1): 99-106. (ZHENG Gang, LI Xin, LIU Chang. Analysis of double-row piles in consideration of the pile-soil interaction[J]. Journal of Building Structures, 2004, 25(1): 99-106. (in Chinese))
    [3]
    吴 刚, 白 冰, 聂庆科. 深基坑双排桩支护结构设计计算方法研究[J]. 岩土力学, 2008, 29(10): 2753-2758. (WU Gang, BAI Bing, NIE Qing-ke. Research on calculation method of double-row piles retaining structure for deep excavation[J]. Rock and Soil Mechanics, 2008, 29(10): 2753-2758. (in Chinese))
    [4]
    聂庆科, 胡建敏, 吴 刚. 深基坑双排桩支护结构上的变形和土压力研究[J]. 岩土力学, 2008, 29(11): 3089-3094. NIE Qing-ke, HU Jian-min, WU Gang. Deformation and earth pressure of a double-row piles retaining structure for deep excavation[J]. Rock and Soil Mechanics, 2008, 29(11): 3089-3094. (in Chinese))
    [5]
    周应华. 门架式双排桩受力位移特性分析[J].铁道工程学报, 2009, 26(6): 30-33. (ZHOU Ying-hua. Analysis of distribution characteristics of stress and displacement of portal double-row pile[J]. Journal of Railway Engineering Society, 2009, 26(6): 30-33. (in Chinese))
    [6]
    申永江, 孙红月, 尚岳全, 等. 锚索双排桩与刚架双排桩的对比研究[J]. 岩土力学, 2011, 32(6): 1838-1842. (SHEN Yong-jiang, SUN Hong-yue, SHANG Yue-quan, et al. Comparative study of anchor double-row piles and frame double-row piles[J]. Rock and Soil Mechanics, 2011, 32(6): 1838-1842. (in Chinese))
    • Related Articles

  • Related Articles

    [1]YANG Meng, ZHONG Qiming, LIN Zhong, LI Yu, LU Hongning. Model tests and numerical simulation of overtopping-induced breach process of asphalt concrete core dams[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(7): 1534-1540. DOI: 10.11779/CJGE20230291
    [2]ZHONG Qi-ming, SHEN Guang-ze. Numerical model for breach of concrete face sand-gravel dams due to overtopping[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(9): 1591-1598. DOI: 10.11779/CJGE201909002
    [3]SHEN Guang-ze, SHENG Jin-bao, XIANG Yan, ZHONG Qi-ming. Numerical modeling of breach process of landslide dams due to overtopping and its application[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 82-86. DOI: 10.11779/CJGE2018S2017
    [4]DENG Zhao, CHEN Sheng-shui, ZHONG Qi-ming. Mathematical model for breach of tailings dam due to overtopping and its application[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 932-938. DOI: 10.11779/CJGE201705018
    [5]ZHAO Tian-long, CHEN Sheng-shui, WANG Jun-jie, ZHONG Qi-ming, FU Chang-jing. Centrifugal model tests overtopping failure of barrier dams[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 1965-1972. DOI: 10.11779/CJGE201611005
    [6]CHEN Sheng-shui, FANG Xu-shun, ZHONG Qi-ming, LI Yun-hui. Centrifugal model tests and numerical simulations for break of earth-rock dams due to overtopping[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(5): 911-931. DOI: 10.11779/CJGE201405017
    [7]LI Ming, ZHANG Ga, LEE C F, ZHANG Jian-min. Centrifugal model tests on excavation-induced deformation of slopes[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 667.
    [8]Development and application of a slope excavation device for centrifugal model tests[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(10).
    [9]YANG Junjie, LIU Qiang, LIU Fei, TOYOSAWA Y, HORII N. Discussion on error of centrifugal acceleration in centrifugal model tests[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(2): 241-246.
    [10]ZHANG Weimin, O.KUSAKABE. Dynamic centrifuge model test of sandy layer[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(1): 28-31.
    • Supplements (0)

  • Cited by

    Periodical cited type(1)

    1. 赵恒梓，李素敏，郭庆，王中羽. 样本优化的集成学习模型在滑坡易发性评价中的应用. 测绘科学. 2024(12): 132-141 .

    Other cited types(1)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(2)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return