Determination of radial coefficient of consolidation by the inflection point method

被引:15
作者
Robinson, RG
机构
来源
GEOTECHNIQUE | 1997年 / 47卷 / 05期
关键词
clays; compressibility; consolidation; drainage; settlement;
D O I
10.1680/geot.1997.47.5.1079
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
引用
收藏
页码:1079 / 1081
页数:3
相关论文
共 50 条
  • [31] Inflection point method for predicting settlement of PVD improved soft clay under embankments
    Sinha, A. K.
    Havanagi, Vasant G.
    Mathur, Sudhir
    GEOTEXTILES AND GEOMEMBRANES, 2007, 25 (06) : 336 - 345
  • [32] Multiple approaches of determining coefficient of consolidation under radial drainage on delta-log t plot
    Prakash, K.
    Sridharan, A.
    Aakash, B. S.
    Balaji, K. S.
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2011, 5 (04) : 425 - 435
  • [33] Analytical solution for consolidation of vertical drain under vacuum preloading considering the variation of radial permeability coefficient
    Zhang Yu-guo
    Wan Dong-yang
    Zheng Yan-lin
    Han Shuai
    Yang Han-yue
    Duan Meng-meng
    ROCK AND SOIL MECHANICS, 2019, 40 (09) : 3533 - 3541
  • [34] Critical Reappraisal of Casagrande and Taylor Methods for Coefficient of Consolidation
    Olek, Bartlomiej Szczepan
    KSCE JOURNAL OF CIVIL ENGINEERING, 2019, 23 (09) : 3818 - 3830
  • [35] Measurement of Coefficient of Consolidation During Reconsolidation of Liquefied Sand
    Brennan, A. J.
    Madabhushi, S. P. G.
    GEOTECHNICAL TESTING JOURNAL, 2011, 34 (02): : 139 - 146
  • [36] Critical Reappraisal of Casagrande and Taylor Methods for Coefficient of Consolidation
    Bartłomiej Szczepan Olek
    KSCE Journal of Civil Engineering, 2019, 23 : 3818 - 3830
  • [37] Settlement Rate-Settlement Method for Radial Consolidation (SRSM-RC)
    Al-Zoubi, Mohammed Shukri
    GEOTECHNICAL TESTING JOURNAL, 2014, 37 (05):
  • [38] Analysis of Radial Consolidation Test Data Using a log-log Method
    Robinson, Retnamony G.
    GEOTECHNICAL TESTING JOURNAL, 2009, 32 (02): : 119 - 125
  • [39] A novel semianalytical method for evaluating the average consolidation degree of a two-soil-layer deposit
    Zhou, Yang
    Xu, Fang
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 81 (01)
  • [40] Piecewise-linear model for large strain radial consolidation
    Fox, PJ
    Di Nicola, M
    Quigley, DW
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2003, 129 (10) : 940 - 950