Analytical theory for consolidation of double-layered composite ground under impeded boundaries

被引:0
|
作者
Sun, Ju [1 ]
Xie, Xin-Yu [1 ]
Xie, Kang-He [1 ]
机构
[1] Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310027, China
关键词
7;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:1467 / 1471
相关论文
共 50 条
  • [21] A General Analytical Solution for Axisymmetric Consolidation of Unsaturated Soil with Impeded Drainage Boundaries
    Huang, Ming-hua
    Lv, Chang
    Zhou, Zheng-lin
    GEOFLUIDS, 2021, 2021
  • [22] Theory of 1-D Consolidation of Soft Clayey Soil with Impeded Boundaries under Cyclic Loading
    Li Xi-bin
    Xie Kang-he
    ROCK AND SOIL MECHANICS, 2005, 26 (01) : 155 - 159
  • [23] Analytical solutions for two pile foundation heat exchanger models in a double-layered ground
    Zhou, Guoqing
    Zhou, Yang
    Zhang, Donghai
    ENERGY, 2016, 112 : 655 - 668
  • [24] Approximate analytical solutions for one-dimensional nonlinear consolidation of double-layered soil under time-dependent loading
    Jiang Liu-hui
    Li Chuan-xun
    Yang Yi-qing
    Zhang Rui
    ROCK AND SOIL MECHANICS, 2020, 41 (05) : 1583 - +
  • [25] Analytical Solution for One-dimensional Consolidation of Double-layered Soil Under Combined Action of Load and Electro-osmosis
    Zong M.
    Li C.
    Wu W.
    Tian Y.
    Liang R.
    Mei G.
    Gongcheng Kexue Yu Jishu/Advanced Engineering Sciences, 2022, 54 (02): : 170 - 179
  • [26] Influence of initial excess pore water pressure on consolidation behavior of double-layered vertical drain ground
    Ming, Z.
    Jin, F.
    Electronic Journal of Geotechnical Engineering, 2014, 19 (0J): : 2187 - 2194
  • [27] In-Situ Test Research on Vacuum Dynamic Consolidation Method to Improve Double-Layered Soft Ground
    Shi, Danda
    Zhou, Jian
    Liu, Wenbai
    Deng, Yibing
    PROCEEDINGS OF THE EIGHTEENTH (2008) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2, 2008, : 791 - +
  • [28] Influence of initial excess pore water pressure on consolidation behavior of double-layered vertical drain ground
    Ming, Z.
    Jin, F.
    Electronic Journal of Geotechnical Engineering, 2014, 19 J : 2187 - 2194
  • [29] Consolidation behaviors of double-layered vertical drains ground considering power function permeability and compressibility variation
    Zhang Ming
    Wang Wei
    Liu Qi-xia
    Zhao You-ming
    ROCK AND SOIL MECHANICS, 2013, 34 (11) : 3117 - 3126
  • [30] Finite difference solution to equation for large-strain consolidation of double-layered vertical drain ground
    Zhang, M. (honest-2003@163.com), 1666, Chinese Society of Civil Engineering (35):