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 17 Issue 5
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Zhang Chenghou, Yuan Wenming, Dai Jiqun. The Structure of Soft Clay and Its Effect on Settlement of Foundation[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(5): 25-32.
Citation: Zhang Chenghou, Yuan Wenming, Dai Jiqun. The Structure of Soft Clay and Its Effect on Settlement of Foundation[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(5): 25-32.
shu

The Structure of Soft Clay and Its Effect on Settlement of Foundation

  • Geotechnical Engineering Department of Nanjing Hydraulic Resarch Institute

More Information
  • Published Date: September 21, 1995
    Graphical Abstract
    • Abstract
  • The Kunsan soft clay is a kind of normally consolidated clay with structure One of the most importantproblems would be how to evaluate the basic behaviour of the soil and how to utilize it The following problemswould be discribed in this paper:(1)the influence of structure on mechanical properties of soil(2 )the influenceof structure of soft clay on its settlement,pore pressure and horizontal displacement in different improvement zone.(3)the method to evaluate the influence of the structure on settlement The result calculated by this method is con-sistent with the settlement measured in the field.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]ZHANG Wei-min, GU Xing-wen, WANG Fang. Back analysis of Terzaghi consolidation coefficient[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 99-103. DOI: 10.11779/CJGE2016S1018
    [2]ZHANG Wei-min, GU Xing-wen. General solution to one-dimentional consolidation theories and simple computation method for consolidation settlement[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(1): 35-42. DOI: 10.11779/CJGE201601002
    [3]WANG Bing-qian, GONG Lei, LIU Guo-nan. Probabilistic prediction of consolidation degree in double-layerd sand-drained ground[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 302-307.
    [4]JIANG Hui-huang, ZHAO You-ming, LIU Guo-nan, ZHAO Wei-bing. Large strain consolidation of soft ground with vertical drains[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(2): 302.
    [5]BAO Tai, LIU Xinrong, ZHU Fan, ZHU Keshan. Least square method for the consolidation coefficient evaluation[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1230-1232.
    [6]LI Xiaoyong, XIE Kanghe, WANG Lihui. Approximate analysis method of probabilistic characteristics of consolidation of sand-drained ground[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(6): 700-703.
    [8]Zhao Weibing. Improvement of Semi-analytic Method for Consolidation of Foundation with Sand Drains[J]. Chinese Journal of Geotechnical Engineering, 1991, 13(4): 51-58.
    [9]Lin Feng, Chen Huan. Analysis of Consolidation of Ground Installed with Sand Drains under Loading and Vacuum by Boundary Element Method[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(4): 13-22.
    [10]Lin Kongzi. Computation and Measurement of Settement and Strength Increase of Subsoils Due to One and Three Dimensional Consolidation[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(1): 84-98.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1190) PDF downloads (438) 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