Average degree of consolidation in normally consolidated soil considering the change of coefficient of consolidation with time

被引：0
|
作者：
Kim, Suknam [1 ]
Heydinger, Andrew G. [2 ]
机构：
[1] Land Research Institute, Korea Land Corporation, 217 Jeongja-Dong Pundang, Sungnam, Kyunggi 463-755, Korea, Republic of
[2] Department of Civil Engineering, University of Toledo, Toledo, OH 43606-3390, United States
来源：
Electronic Journal of Geotechnical Engineering | 2004年 / 9 E卷
关键词：
Finite element method - Mechanical permeability - Numerical analysis - Pore pressure - Soil mechanics - Stress analysis;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The coefficient of consolidation changes during the consolidation. A numerical analysis using the finite element method was performed for the prediction of the average degree of consolidation taking the coefficient of consolidation as a variable during the consolidation analysis. An equation for the coefficient of consolidation is derived and an equation for the relation between the coefficient of permeability and the effective stress is presented. These equations are used for the numerical analysis of the average degree of consolidation. The results by the numerical analysis are compared with the results by experiment and the results calculated using the equations of Sivaram and Swamee (1977) and Terzaghi. The effect of the size of loading for the average degree of consolidation is also discussed. © 2004 ejge.
引用
收藏
相关论文
共 50 条
  • [1] Time effect of secondary consolidation coefficient of over-consolidated soil
    Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou
    Zhejiang
    310058, China
    不详
    Zhejiang
    310058, China
    Zongguo Gonglu Xuebao, 9 (29-37):
  • [2] PERMEABILITY AND CONSOLIDATION OF NORMALLY CONSOLIDATED SOILS
    SAMARASINGHE, AM
    HUANG, YH
    DRNEVICH, VP
    JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1982, 108 (06): : 835 - 850
  • [3] New approach for determining the coefficient of consolidation, Cv, for normally consolidated kaolinite clay
    Tuncan, M
    Guney, Y
    Tuncan, A
    Koyuncu, H
    PROCEEDINGS OF THE EIGHTH INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 1, 1998, : 456 - 460
  • [4] PERMEABILITY AND CONSOLIDATION OF NORMALLY CONSOLIDATED SOILS.
    Samarasinghe, A.Mahinda
    Huang, Yang H.
    Drnevich, Vincent P.
    Journal of the Geotechnical Engineering Division, 1982, 108 (GT6): : 835 - 850
  • [5] PERMEABILITY AND CONSOLIDATION OF NORMALLY CONSOLIDATED SOILS - CLOSURE
    SAMARASINGHE, AM
    HUANG, YH
    DRNEVICH, VP
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1983, 109 (06): : 878 - 882
  • [6] PERMEABILITY AND CONSOLIDATION OF NORMALLY CONSOLIDATED SOILS - DISCUSSION
    LY, B
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1983, 109 (06): : 872 - 872
  • [7] Numerical Investigation of Strain Rate Effect for CRS Consolidation of Normally Consolidated Soil
    Pu, Hefu
    Fox, Patrick J.
    GEOTECHNICAL TESTING JOURNAL, 2016, 39 (01): : 80 - 90
  • [8] The consolidation response of skirted foundations in normally consolidated clay
    Zhang, Yurong
    Sun, Liqiang
    Feng, Xiaowei
    Li, Sa
    OCEAN ENGINEERING, 2024, 296
  • [9] A Critical Reappraisal of the Average Degree of Consolidation
    Lovisa, Julie
    Read, Wayne
    Sivakugan, Nagaratnam
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2011, 29 (05) : 873 - 879
  • [10] Solution charts for finite strain consolidation of normally consolidated clays
    Fox, PJ
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 1999, 125 (10) : 847 - 867
12345