Behaviour of piles subjected to post construction subsoil movement and effect of soil creep - a case study

dc.contributor.authorKarim, M.R.
dc.date.issued2019
dc.description.abstractThis paper models the effect of soil creep on the behaviour of two embedded piles subjected to post construction sub soil movements. Two trial piles were installed at the berm section of an embankment constructed on soft soils 150 km north of Sydney. The behaviour of these piles subjected to subsoil movement due to embankment construction is modelled and the effect of soil creep on the behaviour is investigated.
dc.identifier.citationAustralian Geomechanics Journal, 2019; 54(1):53-60
dc.identifier.issn0818-9110
dc.identifier.orcidKarim, M.R. [0000-0002-5318-3862]
dc.identifier.urihttps://hdl.handle.net/11541.2/136688
dc.language.isoen
dc.publisherAustralian Geomechanics Society
dc.rightsCopyright 2019 Australian Geomechanics Society
dc.subjectpost construction sub soil movements
dc.subjectsoft soil
dc.subjectpile
dc.subjectcreep
dc.subjectEVP
dc.subjectMCC
dc.titleBehaviour of piles subjected to post construction subsoil movement and effect of soil creep - a case study
dc.typeJournal article
pubs.publication-statusPublished
ror.mmsid9916272304601831

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