Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 20 Issue 2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Jin Zongchuan, Gu Yuanxing, Wang Ren, Chen Shanxiong. The behavior of lime column composite foundation with the action of cushion[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(2): 37-40.
Citation: Jin Zongchuan, Gu Yuanxing, Wang Ren, Chen Shanxiong. The behavior of lime column composite foundation with the action of cushion[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(2): 37-40.
shu

The behavior of lime column composite foundation with the action of cushion

  • Shanghai geotechnical investigation and design institute 200002 Institute of Rock and Soil Mechanics the Chinese Academy of Sciences Wuhan 430071

More Information
  • Published Date: March 24, 1998
    Graphical Abstract
    • Abstract
  • In this paper,model tests of single lime column composite foundation are carried out with cushions of various thickness.On the basis of test data we analyse the load transfer mechanism of lime column composite foundation, the law of the variation of column soil stress and stress ratio with depth and its application in civil engineering.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]LI Rong-jin, ZOU Xin, LI Rong-jian, LIN Guo-qiang, BAI Wei-shi, ZHANG Jin. Model tests and bearing characteristics of tunnels under semi-inlaid mudstone and semi-loess[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 98-103. DOI: 10.11779/CJGE2022S1018
    [2]ZHANG Shu-kun, WANG Lai-gui, LU Lu, WANG Shu-da, FENG Dian-zhi. Weakening effects of occurrence structural plane on mechanical properties of silty mudstone[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(11): 2015-2023. DOI: 10.11779/CJGE202011006
    [3]LIU Xin-rong, LI Dong-liang, WU Xiang-chao, LI Wei-shu, ZHANG Rui, FU Yan. Filed model tests on bearing behavior of mudstone tunnel anchorage[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 161-169. DOI: 10.11779/CJGE201701015
    [4]ZHOU Da-tong, LI Zhi-ping. Application of thermoplastic model for mudstone in SAGD[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(7): 1348-1352. DOI: 10.11779/CJGE201507024
    [5]WANG Wei, CHI Xu-chao, ZHANG Fang, SUN Bin-xiang. Effect of freeze-thaw circles on softening behaviors of triaxial stress-strain curve of costal soft soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 140-144.
    [6]MAO Xian-biao, ZHANG Lian-ying, LIU Rui-xue. Creep properties and damage constitutive relation of mudstone under uniaxial compression at high temperature[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 30-37.
    [7]Stress-strain properties for the frozen media sand at different temperature gradients during two stress paths[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3).
    [8]WANG Jun, CAI Yuanqiang, PAN Linyou. Degradation of stiffness of soft clay under bidirectional cyclic loading[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(2): 178-185.
    [9]GU Huanda, GU Xi. Application of double-phase model to evaluate stress-strain of foamed beads light soil[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 994-997.
    [10]ZHANG Mengxi, MIN Xing. Triaxial tests on sand reinforced with one-layer 3D reinforcement[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 931-936.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Website 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