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 26 Issue 4
Turn off MathJax
Article Contents
Abstract
References
Related Articles
GAO Yanbin, ZHU Hehua, YE Guanbao, XU Chao. The investigation of the coefficient of secondary compression Ca in od ometer tests[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 459-463.
Citation: GAO Yanbin, ZHU Hehua, YE Guanbao, XU Chao. The investigation of the coefficient of secondary compression Ca in od ometer tests[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 459-463.
shu

The investigation of the coefficient of secondary compression Ca in od ometer tests

  • Department of Geotechnical Engineering Tongji University Shanghai 2000 92 China

More Information
  • Published Date: July 29, 2004
    Graphical Abstract
    • Abstract
  • The coefficient of secondary compress ion Ca is investi gated in the long-term odometer tests. All the samples are made f rom the reconstituted Shanghai soft soils. The test condition includes differe nt stress history, different loading duration and different stress ratio.The ratio of Cc/Ca for Shanghai soft soil is got through the test. The reason why the Ca changes in some conditions is also explained in this paper by inducing the e0 and ep concept.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]YANG Guang-hua, JIANG Yan, ZHANG Yu-cheng, WANG En-qi. New method for determination of bearing capacity of soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(4): 597-603. DOI: 10.11779/CJGE201404001
    [2]ZHANG Xin, YUE Jin-chao, LIU Ming-liang, LIU Han-dong. Uplifting behavior and bearing capacity of plate anchors in sand[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1734-1739.
    [3]Centrifugal model tests on bearing capacity of uplift piles under deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3).
    [4]WANG Lizhong, SHU Heng. Pullout capacity of deeply embedded plate anchors in undrained clay[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 829-836.
    [5]HUANG Maosong, LI Jianjun, WANG Weidong, CHEN Zheng. Loss ratio of bearing capacity of uplift piles under deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1291-1297.
    [6]HUANG Maosong, REN Qing, WANG Weidong, CHEN Zheng. Analysis for ultimate uplift capacity of tension piles under deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(11): 1689-1695.
    [7]Gong Weiming, Jiang Yongsheng, Zhai Jin. Self-balanced loading test for pile bearing capacity[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5): 532-536.
    [8]Liu Chun. Experimental research on bearing capacity of belled pile in weak soil[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(6): 40-44.
    [9]Xie Yao feng. Behavior  and  Bearing  Capacity  of  Laterally  Loaded  Pile  Groups[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(6): 43-49.
    [10]Wei Jie. Theoretical Method for Determining the Bearing Capacity of Pile from Static Cone Penetration[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(3): 103-111.
    • 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