Consolidation of soft clays through radial flow using hydraulically pressurized Oedometer

被引:0
|
作者
Shah, M.V. [1 ]
Shroff, A.V. [1 ]
机构
[1] Applied Mechanics, The Maharaja Sayajirao University of Baroda, Vadodara, India
来源
Springer Series in Geomechanics and Geoengineering | 2013年
关键词
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:273 / 279
相关论文
共 41 条
  • [1] Consolidation of soft clays through radial flow using hydraulically pressurized oedometer
    Shah, M.V.
    Shroff, A.V.
    Springer Series in Geomechanics and Geoengineering, 2013, 3 : 273 - 279
  • [2] Influence of Vertical Geodrains on Consolidation Characteristics of Soft Clays Using Oedometer
    Vrajlal, Shah Manish
    Shroff, A., V
    DEFORMATION CHARACTERISTICS OF GEOMATERIALS, PTS 1 AND 2, 2011, : 1095 - 1102
  • [3] Effect of geometrical sand drains on consolidation of soft contaminated marine clays using Oedometer
    Shah, M. V.
    Shroff, A. V.
    COUPLED PHENOMENA IN ENVIRONMENTAL GEOTECHNICS: FROM THEORETICAL AND EXPERIMENTAL RESEARCH TO PRACTICAL APPLICATIONS, 2013, : 631 - 636
  • [4] Law of nonlinear flow in saturated clays and radial consolidation
    邓英尔
    谢和平
    黄润秋
    刘慈群
    AppliedMathematicsandMechanics(EnglishEdition), 2007, (11) : 1427 - 1436
  • [5] Law of nonlinear flow in saturated clays and radial consolidation
    Deng Ying-er
    Xie He-ping
    Huang Run-qiu
    Liu Ci-qun
    APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2007, 28 (11) : 1427 - 1436
  • [6] Law of nonlinear flow in saturated clays and radial consolidation
    Ying-er Deng
    He-ping Xie
    Run-qiu Huang
    Ci-qun Liu
    Applied Mathematics and Mechanics, 2007, 28 : 1427 - 1436
  • [7] A large-strain radial consolidation theory for soft clays improved by vertical drains
    Geng, X.
    Yu, H. -S.
    GEOTECHNIQUE, 2017, 67 (11): : 1020 - 1028
  • [8] Consolidation settlement in soft clays using finite strain theory
    Balakrishnan, A
    Chacko, AJ
    Howard, R
    Proceedings of the Twelfth Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Vol 1 and 2, 2003, : 205 - 208
  • [9] NEW THEORY OF CONSOLIDATION THROUGH RADIAL DRAINAGE FOR SOFT SOILS
    Shroff, A. V.
    Shah, M. V.
    GROUND IMPROVEMENT TECHNOLOGIES AND CASE HISTORIES, 2010, : 331 - 336
  • [10] Radial consolidation of prefabricated vertical drain-reinforced soft clays under cyclic loading
    Ni, Jing
    Geng, Xue-Yu
    TRANSPORTATION GEOTECHNICS, 2022, 37