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
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