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 44 Issue S2
Turn off MathJax
Article Contents
Abstract
References
LI Wei, ZHOU Chun-er, WU Jia-wu, DONG Hua-gang, REN Hong-lei. Centrifugal model tests and numerical simulations of pile-net composite foundation for heavy-load storage yard[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 71-75. DOI: 10.11779/CJGE2022S2016
Citation: LI Wei, ZHOU Chun-er, WU Jia-wu, DONG Hua-gang, REN Hong-lei. Centrifugal model tests and numerical simulations of pile-net composite foundation for heavy-load storage yard[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 71-75. DOI: 10.11779/CJGE2022S2016
shu

Centrifugal model tests and numerical simulations of pile-net composite foundation for heavy-load storage yard

  • 1.

    Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210024, China

  • 2.

    State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing 210029, China

  • 3.

    Guangdong Province Planning & Design Institute for Water Transportation Co., Ltd., Guangzhou 510050, China

More Information
  • Received Date: December 07, 2022
  • Available Online: March 26, 2023
    Graphical Abstract
    • Abstract
  • Based on the research background of pile-net composite foundation of the heavy-load storage yard of a wharf, the centrifugal model tests and three-dimensional numerical simulations are carried out to study the deformation and stress characteristics of the pile-net composite foundation under heavy loads. The results show that the values of foundation deformation, axial force at pile top, pore water pressure and pile-soil stress ratio obtained by the centrifugal model and numerical simulation are in good agreement, and the two methods can be complemented and verified for each other. Under the heavy loads, the displacement of the pile-net composite foundation is mainly the vertical settlement component, and the horizontal displacement component is small. The change rate of displacement meets the control requirements of yard stability.The pile-soil stress ratio in the composite foundation is between 20 and 40, and the CFG piles share more than half of the loads of the overlying storage yard, playing a key role in load sharing.
    • FullText(HTML)
    • References (7)
  • [1]
    阎明礼, 张东刚. CFG桩复合地基技术及工程实践[M]. 北京: 中国水利水电出版社, 2001.

    YAN Ming-li, ZHANG Dong-gang. CFG Pile Composite Foundation Technology and Engineering Practice[M]. Beijing: China Water & Power Press, 2001. (in Chinese)
    [2]
    何宁, 娄炎, 娄斌. CFG桩复合地基加固桥头深厚软基[J]. 水利水运工程学报, 2010(4): 89–94. https://www.cnki.com.cn/Article/CJFDTOTAL-SLSY201004018.htm

    HE Ning, LOU Yan, LOU Bin. Improvement of deep and thick soft foundation at the end of a bridge by using CFG pile composite foundation[J]. Hydro-Science and Engineering, 2010(4): 89–94. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLSY201004018.htm
    [3]
    蔡正银, 徐光明. 港口工程离心模拟技术[M]. 北京: 科学出版社, 2020.

    CAI Zheng-yin, XU Guang-ming. Centrifugal Simulation Technology of Port Engineering[M]. Beijing: Science Press, 2020. (in Chinese)
    [4]
    顾行文, 谭祥韶, 黄炜旺, 等. 倾斜软土CFG桩复合地基上的路堤破坏模式研究[J]. 岩土工程学报, 2017, 39(增刊1): 111–115. doi: 10.11779/CJGE2017S1022

    GU Xing-wen, TAN Xiang-shao, HUANG Wei-wang, et al. Failure mechanisms of embankment on inclined soft foundation reinforced by CFG Piles[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(S1): 111–115. (in Chinese) doi: 10.11779/CJGE2017S1022
    [5]
    张树明, 蒋关鲁, 廖祎来, 等. 加固范围及边坡坡率对CFG桩–网复合地基受力变形特性影响分析[J]. 岩石力学与工程学报, 2019, 38(1): 192–202. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201901016.htm

    ZHANG Shu-ming, JIANG Guan-lu, LIAO Yi-lai, et al. Effect of the strengthening area and the slope rate on bearing and deforming behaviors of CFG pile-geogrid composite foundations[J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(1): 192–202. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201901016.htm
    [6]
    姜彦彬, 何宁, 林志强, 等. 路堤深厚软基管桩复合地基数值模拟[J]. 水利水运工程学报, 2018(2): 43–51. https://www.cnki.com.cn/Article/CJFDTOTAL-SLSY201802006.htm

    JIANG Yan-bin, HE Ning, LIN Zhi-qiang, et al. Numerical simulation of pipe pile composite foundation of deep soft foundation under embankment[J]. Hydro-Science and Engineering, 2018(2): 43–51. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLSY201802006.htm
    [7]
    姜彦彬, 何宁, 何斌, 等. 复合地基离心模型试验桩土应力分布测试分析[J]. 岩土工程学报, 2020, 42(增刊1): 85–89. doi: 10.11779/CJGE2020S1017

    JIANG Yan-bin, HE Ning, HE Bin, et al. Distribution of pile-soil stress in centrifugal modelling of composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S1): 85–89. (in Chinese) doi: 10.11779/CJGE2020S1017
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(4)

    1. 阳岢杙. 基于边载效应的平板载荷试验研究. 广东交通职业技术学院学报. 2025(02): 7-11 .
    2. 张海洋，魏东，李旭瑞. 掺黏粒改良粉土的土水特征试验研究. 路基工程. 2024(05): 102-108 .
    3. 雷先顺，李漪. 平板荷载试验中外标准应用对比. 科技资讯. 2022(21): 79-82 .
    4. 李沛云. 考虑边载因素的平板载荷试验分析及应用——以评价沙特麦麦高铁风化砂岩持力层地基承载力试验分析为例. 烟台职业学院学报. 2022(04): 105-109 .

    Other cited types(4)

Catalog

    Get Citation
    PDF
    XML
    Article views (120) PDF downloads (16) Cited by(8)
    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