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 5
Turn off MathJax
Article Contents
Abstract
References
Related Articles
XU Chao, LI Junshi, ZHAO Chunfeng. Effects of pre-compaction and dewatering on dynamic consolidation of soft subsoil[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(5): 607-611.
Citation: XU Chao, LI Junshi, ZHAO Chunfeng. Effects of pre-compaction and dewatering on dynamic consolidation of soft subsoil[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(5): 607-611.
shu

Effects of pre-compaction and dewatering on dynamic consolidation of soft subsoil

  • 1.Dept. of Geotechnical Engineering Tongji University Shanghai 200092 China 2. East China Civil Airport Construction Research Design Institute Shanghai 200335 China

More Information
  • Published Date: September 22, 2004
    Graphical Abstract
    • Abstract
  • Based on the test results obtained in an experimental area of dynamic consolidation in an airport extending project, the effects of pre-compaction and dewatering on the dynamic consolidation were analyzed. The functions of these measures and the mechanism of dynamic consolidation of soft soils were also discussed herein. This experimental study indicates that the measures of pre-compaction and dewatering have positive effects on the dynamic consolidation improvement; the key to improve saturated clayey soil by dynamic consolidation is providing drainage channel for excessive pore water pressure occurred in the process of impacts, the mechanism of tapping improvement in saturated clayey soil is consolidation under the dynamic influence.
    • 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