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 24 Issue 6
Turn off MathJax
Article Contents
Abstract
References
Related Articles
HE Wubin, JIA Jungang, BAI Xiaohong, XIE Kanghe. The experimental study of cap-pile groups-soil interaction[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(6): 710-715.
Citation: HE Wubin, JIA Jungang, BAI Xiaohong, XIE Kanghe. The experimental study of cap-pile groups-soil interaction[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(6): 710-715.
shu

The experimental study of cap-pile groups-soil interaction

  • 1.Zhejiang University Hangzhou 310027 China 2.Institute of Power and Prospecting of Shanxi Taiyuan 030001 China 3.Taiyuan University of Technology Taiyuan 030024 China

More Information
  • Published Date: November 21, 2002
    Graphical Abstract
    • Abstract
  • Field tests on pile groups with prototype size have been carried out in order to study the behavior and the working properties of the cap-pile groups-soil interaction in the pile foundation. The soil reaction on the cap, the shaft resistance and the point resistance of pile have been measured by installing various measuring gauges. Based on the test results, the cap-pile groups-soil interaction characteristics were analyzed. In this particle, the regulations of the soil reaction on the cap, the shaft resistance and the point resistance of pile,and the mechanism of load transfer etc. have been analyzed and discussed with comparison to the result of a single pile.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]LI Shuangbao, GUO Wei, WANG Xin. Three-dimensional discrete-continuous coupling numerical simulation of bearing capacity of recycled aggregate dynamic compaction columns[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 242-246. DOI: 10.11779/CJGE2024S20042
    [2]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
    [3]HUANG Ying-chao, XU Yang-qing. Numerical simulation analysis of dewatering and recharge process of deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 299-303. DOI: 10.11779/CJGE2014S2053
    [4]HONG Xin. Theoretical simulation and factors for static loading tests on a single pile[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 176-183.
    [5]DAI Xin, XU wei, ZOU Li, SHEN Qing-feng. Numerical simulation of shafts during excavation process[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 154-157.
    [6]SI Hai-bao, XIAO Zhao-ran. Loading tests on composite foundation with compacted cement-soil piles and numerical simulation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 480-484.
    [7]ZHAO Fu-jun, XIE Shi-yong, PAN Jian-zhong, HUANG Shou-yuan. Numerical simulation and experimental investigation on rock fragmentation under combined dynamic and static loading[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(8): 1290-1295.
    [8]LIU Jian-guo, ZHANG Hui-dong, ZHANG Hui-le, ZHAO Yan-fei, ZHONG Dong-bo, XU Han, LIU Zhong. New technology and loading tests of horizontal jet grouting arch[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(6): 921.
    [9]Numerical simulation of multiple-crack growth under compressive loads[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2).
    [10]LUO Pingping, ZHU Yueming, ZHAO Yongmei, HE Shan. Numerical simulation of grouting in rock mass[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 918-921.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1226) PDF downloads (420) Cited by()
    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