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

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...

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Bibliographic Details
Published in:Marine georesources & geotechnology 2014-10, Vol.32 (4), p.328-350
Main Authors: Xie, Kang-He, Huang, Da-Zhong, Wang, Yu-Lin, Deng, Yue-Bao
Format: Article
Language:English
Subjects:
analytical solution
Consolidation
constant or step loading
Engineering
Geotechnology
Marine
Mathematical analysis
one-dimensional consolidation
Pressure
Pumping
Pumps
Soil (material)
step or cyclic pumping
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Summary: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.
ISSN:1064-119X
1521-0618
DOI:10.1080/1064119X.2013.764555