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Numerical modelling of soft soil improvement using wick drains
conference contribution
posted on 2023-05-23, 07:09 authored by Hongyuan LiuHongyuan Liu, Williams, DLarge-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.
Funding
University of Tasmania
History
Publication title
11th Australia New Zealand Conference on Geomechanics (ANZ 2012) Conference ProceedingsEditors
GA Narsilio, A Arulrajah and J KodikaraPagination
1365-1370ISBN
978-0-646-54301-7Department/School
School of EngineeringPublisher
Australian Geomechanical Society and New Zealand Geotechnical SocietyPlace of publication
Melbourne, AustraliaEvent title
11th Australia - New Zealand Conference on GeomechanicsEvent Venue
Melbourne, AustraliaDate of Event (Start Date)
2012-07-15Date of Event (End Date)
2012-07-18Rights statement
Copyright 2012 The authorRepository Status
- Restricted
