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 25 Issue 4
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LI Chi, LIU Lin. Study of indoor model test of spread foundation on the reinforced aeolian sand subgrade[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 441-444.
Citation: LI Chi, LIU Lin. Study of indoor model test of spread foundation on the reinforced aeolian sand subgrade[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 441-444.
shu

Study of indoor model test of spread foundation on the reinforced aeolian sand subgrade

  • Inner Mongolia Polytechnic University Huhhot 010062 China

More Information
  • Published Date: July 24, 2003
    Graphical Abstract
    • Abstract
  • Based on the indoor model test of spread foundation on reinforced aeolian sand subgrade,the variation of the bearing capacity,the displacement,the surface of fracture and the internal stress of soil under pushdown load have been analyzed.Then the respective applications of different design have been compared.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]DIAO Yu, LI Guang-shuai, ZHENG Gang. Influencing factors of deep excavation on bearing capacity and settlement of piles beneath excavation[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 207-211. DOI: 10.11779/CJGE2017S2050
    [2]LI Li-hua, CUI Fei-long, XIAO Heng-lin, MA Qiang, REN Zeng-le, LUO Shi-zhe. Performance and bearing capacity of embankments reinforced with waste tires and geocells[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 81-88. DOI: 10.11779/CJGE201701006
    [3]QI Chang-guang, LIU Han-long, CHEN Yong-hui, LIU Gan-bin, ZUO Dian-jun. Bearing capacity tests and settlement calculation method of plastic tube cast-in-place concrete pile[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(12): 2302-2308. DOI: 10.11779/CJGE201612020
    [4]HU Wen-hong, ZHENG Gang. Influence of shallow soil improvement on vertical bearing capacity of inclined piles[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 697-706.
    [5]Experimental study on deformation and bearing capacity of composite foundation with concrete-cored sand-gravel piles under high embankment load[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1829-1836.
    [6]ZHU Bin, REN Yu, CHEN Renpeng, CHEN Yunmin, WANG Zhenyu. Model test on bearing capacity and accumulated settlement of single pile subjected to axial cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(2): 186-193.
    [7]ZHENG Gang, WANG Li. Load transfer and bearing capacity of inclined pile under vertical load[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 323-330.
    [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]HUANG Fuming, WANG Youqing, WANG Mengshu. Study of effects of lateral loads on the settlement and bearing capacity of pile[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 511-513.
    [10]ZHENG Junjie, OU Jianhua, WU Shiming, YUAN Neizhen. Theory and practice of multi-element composite ground[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 208-212.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads 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