Analytical Theory for One-Dimensional Consolidation of Soil Induced by Time-Dependent Pumping and Loading

被引：13
|
作者：
Xie, Kang-He [1 ]
Huang, Da-Zhong [1 ]
Wang, Yu-Lin [2 ]
Deng, Yue-Bao [1 ]
机构：
[1] Zhejiang Univ, Res Ctr Coastal & Urban Geotech Engn, Hangzhou 310058, Zhejiang, Peoples R China
[2] Wuyi Univ, Dept Environm & Civil Engn, Wuyi Shan, Peoples R China
来源：
MARINE GEORESOURCES & GEOTECHNOLOGY | 2014年 / 32卷 / 04期
基金：
中国国家自然科学基金;
关键词：
analytical solution; constant or step loading; one-dimensional consolidation; step or cyclic pumping; POINT SINK; LAND SUBSIDENCE;
D O I：
10.1080/1064119X.2013.764555
中图分类号：
P75 [海洋工程];
学科分类号：
0814 ; 081505 ; 0824 ; 082401 ;
摘要：
Analytical solutions are derived for one-dimensional consolidation induced by time-dependent pumping and loading, in which both the effects of different pumping types and loading conditions are considered, i.e., step pumping, cyclic pumping, constant loading, and step loading. Based on the solutions obtained, some diagrams are prepared and the relevant consolidation behavior of soil is discussed in detail. It has been shown that the consolidation behavior is greatly influenced by pumping velocity, loading pressure, pumping and loading type.
引用
收藏
页码：328 / 350
页数：23
相关论文
共 50 条
  • [41] A GENERAL ANALYTICAL SOLUTION TO THE ONE-DIMENSIONAL CONSOLIDATION PROBLEM FOR UNSATURATED SOIL UNDER VARIOUS LOADING CONDITIONS
    Li, Jiwei
    Wei, Changfu
    Zhao, Yanlin
    ACTA GEOTECHNICA SLOVENICA, 2018, 15 (01): : 86 - 99
  • [42] A ONE-DIMENSIONAL BARRIER AND TIME-DEPENDENT TUNNELLING
    STEVENS, KWH
    JOURNAL OF PHYSICS C-SOLID STATE PHYSICS, 1983, 16 (19): : 3649 - 3661
  • [43] ONE-DIMENSIONAL TIME-DEPENDENT DISCRETE ORDINATES
    ENGLE, WW
    MYNATT, FR
    BOOTH, RS
    TRANSACTIONS OF THE AMERICAN NUCLEAR SOCIETY, 1969, 12 (01): : 400 - &
  • [44] One-dimensional consolidation of viscoelastic soil layer under cyclic loading
    Pan Xiao-dong
    Cai Yuan-qiang
    Xu Chang-jie
    Zhang Yun-feng
    ROCK AND SOIL MECHANICS, 2006, 27 (02) : 272 - 276
  • [45] Crushing and Flooding Effects on One-Dimensional Time-Dependent Behaviors of a Granular Soil
    Chen, Wen-Bo
    Liu, Kai
    Yin, Zhen-Yu
    Yin, Jian-Hua
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 20 (02)
  • [46] Analytical Solutions for One-Dimensional Large-Strain Nonlinear Consolidation of Soft Soils by Considering a Time-Dependent Drainage Boundary
    Li, Chuanxun
    Xue, Qing
    Jin, Dandan
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2023, 23 (04)
  • [47] One dimensional consolidation of multi-layered unsaturated soil under partially permeable boundary conditions and time-dependent loading
    Moradi, Mohammadhossein
    Keshavarz, Amin
    Fazeli, Abdoreza
    COMPUTERS AND GEOTECHNICS, 2019, 107 : 45 - 54
  • [48] An analytical solution of one-dimensional consolidation for soft sensitive soil ground
    Chen, YM
    Tang, XW
    Wang, J
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2004, 28 (09) : 919 - 930
  • [49] Analytical Solution for One-Dimensional Electroosmotic Consolidation of a Multilayered Soil System
    Chen, Zhang-Long
    Li, Jian-Ping
    Zhao, Yun
    Chen, Hong-Xin
    Zhou, Ya-Dong
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2025, 25 (01)
  • [50] Theory of coherent time-dependent transport in one-dimensional multiband semiconductor superlattices
    Rotvig, J
    Jauho, AP
    Smith, H
    PHYSICAL REVIEW B, 1996, 54 (24): : 17691 - 17700
12345