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Numerical modelling of soft soil improvement using wick drains
Citation
Liu, H and Williams, D, Numerical modelling of soft soil improvement using wick drains, 11th Australia New Zealand Conference on Geomechanics (ANZ 2012) Conference Proceedings, 15-18 July, Melbourne, Australia, pp. 1365-1370. ISBN 978-0-646-54301-7 (2012) [Refereed Conference Paper]
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Copyright Statement
Copyright 2012 The author
Abstract
Large-scale tank consolidation experiments are conducted in laboratory and simulated using a porefluid
and stress coupling finite element method. Porous elastic and modified critical state plasticity
model are used in the simulation to understand the mechanics of wick drain in improving soil
consolidation. The numerical study improves the understanding of the effects of onion ring and smear
effects on the soft soil settlement during consolidation using wick drains.
Item Details
| Item Type: | Refereed Conference Paper |
|---|---|
| Keywords: | soil consolidation, soil improvement, wick drain, numerical modelling, coupling method |
| Research Division: | Engineering |
| Research Group: | Civil engineering |
| Research Field: | Civil geotechnical engineering |
| Objective Division: | Expanding Knowledge |
| Objective Group: | Expanding knowledge |
| Objective Field: | Expanding knowledge in engineering |
| UTAS Author: | Liu, H (Dr Hong Liu) |
| ID Code: | 81817 |
| Year Published: | 2012 |
| Deposited By: | Engineering |
| Deposited On: | 2013-01-08 |
| Last Modified: | 2017-11-03 |
| Downloads: | 14 View Download Statistics |
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