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http://dx.doi.org/10.7837/kosomes.2011.17.2.097

A study for Variation of Consolidation Behavior by Analysis Method  

Chung, Youn-In (Dept. of Civil Engineering, Keimyung University)
Kim, Min-Jung (Dept. of Civil Engineering, Keimyung University)
Publication Information
Journal of the Korean Society of Marine Environment & Safety / v.17, no.2, 2011 , pp. 97-103 More about this Journal
Abstract
In this study, finite element analysis is performed for consolidation behavior prediction of drainage-installed soft deposits. Finite element analysis is performed under the two strain conditions as small strain with limited application and large strain for relatively thick layers, large deformation and non-linear material properties. The analysis conditions such as layer depth, loading conditions, smear effects are also changed and variation of consolidation behavior for each condition is estimated from ABAQUS program.
Keywords
Soft deposits; Consolidation behavior; Small strain; Large strain; Finite element analysis;
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