Viscosity effects on one-dimensional consolidation of clay

被引：3
|
作者：
Hawlader, Bipul C. [1 ]
Muhunthan, Balasingam [2 ]
Imai, Goro [3 ]
机构：
[1] C-CORE, Memorial Univ. of Newfoundland, St. John's, NL A1B 3X5, Canada
[2] Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164-2910, United States
[3] Dept. of Civil Engineering, Yokohama National Univ., 79-5 Tokiwadai, Hodogaya-ku, Yokohama 240-8501, Japan
来源：
International Journal of Geomechanics | 2003年 / 3卷 / 01期
关键词：
D O I：
10.1061/(ASCE)1532-3641(2003)3:1(99)
中图分类号：
学科分类号：
摘要：
Clay
引用
收藏
页码：99 / 110
相关论文
共 50 条
  • [31] Effect of Different Sands on One-Dimensional and Hydraulic Consolidation (Radial) Tests of Clay
    Nazile Ural
    Burak Görgün
    [J]. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2019, 43 : 331 - 341
  • [32] Study on one-dimensional consolidation behavior of saturated clay under cyclic loading
    Wang Shao-mei
    Xia Sen-wei
    Jiang Jun
    [J]. ROCK AND SOIL MECHANICS, 2008, 29 (02) : 470 - 474
  • [33] Analysis of one-dimensional large strain consolidation of soft clay with threshold gradient
    Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang
    Jiangsu
    212013, China
    不详
    Zhejiang
    310058, China
    [J]. Yanshilixue Yu Gongcheng Xuebao, (3525-3533):
  • [34] Uncertainty of One-Dimensional Consolidation of Multi-Layered Soft Clay Soils
    Li, Xiaoyong
    [J]. ADVANCED BUILDING MATERIALS, PTS 1-4, 2011, 250-253 (1-4): : 1838 - 1841
  • [35] Nonlinear analysis of one-dimensional consolidation of saturated clay including dead-weight effects and large strain
    Gong Wen-hui
    Zhao Xu-dong
    Qiu Jin-wei
    Li Yi
    Yang Han
    [J]. ROCK AND SOIL MECHANICS, 2019, 40 (06) : 2099 - 2107
  • [36] On the effects of body forces in one-dimensional consolidation of porous media
    Honório H.T.
    Ferreira C.A.S.
    Maliska C.R.
    [J]. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 2021, 43 (07)
  • [37] Effects of plastic potential on the horizontal stress in one-dimensional consolidation
    Iinuma, Koichi
    Akaishi, Masaru
    Huang, Wen-Chao
    Chang, Huei-Wen
    [J]. Journal of GeoEngineering, 2016, 11 (01): : 27 - 31
  • [38] ESTIMATION OF INITIAL VOID RATIO OF CONSOLIDATED CLAY BASED ON ONE-DIMENSIONAL CONSOLIDATION THEORY
    Ishida, Yuko
    Oya, Ayaka
    Suanpaga, Weerakaset
    Trakulphudphong, Chalemnchai
    Denpaiboon, Chaweewan
    Fujimoto, Masamitsu
    Fukagawa, Ryoichi
    [J]. INTERNATIONAL JOURNAL OF GEOMATE, 2018, 14 (46): : 52 - 57
  • [39] One-dimensional consolidation theory of saturated clay based on non-darcy flow
    Liu, Zhongyu
    Sun, Liyun
    Yue, Jinchao
    Ma, Chongwu
    [J]. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2009, 28 (05): : 973 - 979
  • [40] One-Dimensional Consolidation Analysis of Saturated Soft Clay Based on Water Content Variation
    Yuan, Wei
    Wang, Jiangfeng
    [J]. KSCE JOURNAL OF CIVIL ENGINEERING, 2021, 25 (01) : 107 - 113
12345