Analytical Solution for One-dimensional Nonlinear Consolidation of Double-layered Soil Based on Continuous Drainage Boundary

被引：0
|
作者：
Yang, Xiaoyan [1 ]
Zong, Mengfan [1 ]
Wu, Wenbing [1 ,2 ,3 ]
Mei, Guoxiong [1 ,2 ,3 ]
Jiang, Guosheng [1 ]
机构：
[1] Faculty of Engineering, China University of Geosciences, Wuhan,430074, China
[2] College of Civil Engineering and Architecture, Guangxi University, Nanning,530004, China
[3] Key Laboratory of Engineering Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University, Nanning,530004, China
来源：
Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences | 2021年 / 48卷 / 03期
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：136 / 143
相关论文
共 50 条
  • [31] Simplified analytical solution of one-dimensional nonlinear consolidation of soil based on reduced order method
    Wang H.
    Xu W.
    Li C.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2022, 41 (01): : 195 - 204
  • [32] Analytical Solution for One-Dimensional Consolidation of Soil with Exponentially Time-Growing Drainage Boundary under a Ramp Load
    Sun, Ming
    Zong, Meng-fan
    Ma, Shao-jun
    Wu, Wen-bing
    Liang, Rong-zhu
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2018, 2018
  • [33] Analysis of one-dimensional nonlinear consolidation of soft soil considering time-dependent loading with continuous drainage boundary
    Wu Si-si
    Luo Wen-qiang
    Li Yin-can
    Cui Wei-jian
    Wang Shuo
    ROCK AND SOIL MECHANICS, 2022, 43 (06) : 1503 - 1512
  • [34] Nonlinear consolidation of arbitrary layered soil with continuous drainage boundary: An approximate closed-form solution
    Wang, Zongqin
    Zhang, Yunpeng
    Zong, Mengfan
    Wu, Tao
    Wu, Wenbing
    Mei, Guoxiong
    Zhou, Shengtao
    SOILS AND FOUNDATIONS, 2024, 64 (01)
  • [35] One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary
    Zhang, Xiao-Qian
    Li, Ming-Guang
    Chen, Jin-Jian
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2023, 23 (07)
  • [36] Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading
    Xie K.-H.
    Qi T.
    Dong Y.-Q.
    Journal of Zhejiang University-SCIENCE A, 2006, 7 (8): : 1358 - 1364
  • [37] Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading
    XIE Kang-he
    Journal of Zhejiang University Science A(Science in Engineering), 2006, (08) : 1358 - 1364
  • [38] One-Dimensional Consolidation Analysis of Layered Foundations Subjected to Arbitrary Loads under a Continuous Drainage Boundary
    Yang, Weitao
    Qiu, Changhu
    Duan, Yaru
    Feng, Jianxue
    Mei, Guoxiong
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2024, 24 (06)
  • [39] An explicit one-dimensional consolidation solution with semi-permeable drainage boundary for unsaturated soil
    Zhao, Xudong
    Ng, Charles W. W.
    Zhang, Shuai
    Ni, Junjun
    Zhou, Chao
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2020, 44 (16) : 2241 - 2253
  • [40] Semi-analytical solution for two-dimensional electro-osmotic consolidation of double-layered soil
    Zhao, Xudong
    Liu, Yang
    Cao, Wenzhao
    Gong, Wenhui
    GEOTEXTILES AND GEOMEMBRANES, 2024, 52 (01) : 121 - 131
12345