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Undrained monotonic behaviours of silty sand in triaxial extension shearing

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dc.contributor.authorBaki, M.A.L.
dc.contributor.authorRahman, M.M.
dc.contributor.authorLo, S.R.
dc.contributor.conferenceGeo-Congress (23 Feb 2014 - 26 Feb 2014 : Atlanta, USA)
dc.contributor.editorPuppala, A.J.
dc.date.issued2014
dc.description.abstractUndrained monotonic triaxial extension tests were performed on Sydney sand with fines (up to 20%) to examine and characterize different mechanical behaviors. Equivalent granular void ratio was used to synthesize test results. Test results show that soil manifested three forms of behaviors: flow, limited flow, and nonflow. Further, test results also show that static instability and steady state behaviors can be correlated with equivalent granular void ratio.
dc.identifier.citationGeotechnical Special Publications, 2014 / Puppala, A.J. (ed./s), iss.234 GSP, pp.149-156
dc.identifier.doi10.1061/9780784413272.016
dc.identifier.isbn9780784413296
dc.identifier.issn0895-0563
dc.identifier.orcidRahman, M.M. [0000-0002-0638-4055]
dc.identifier.urihttps://hdl.handle.net/1959.8/161296
dc.language.isoen
dc.publisherASCE - American Society of Civil Engineers
dc.publisher.placeUS
dc.rights2014 American Society of Civil Engineers
dc.source.urihttp://dx.doi.org/10.1061/9780784413272.016
dc.subjectsilts
dc.subjectsand (soil type)
dc.subjectsoil tests
dc.titleUndrained monotonic behaviours of silty sand in triaxial extension shearing
dc.typeConference paper
pubs.publication-statusPublished
ror.mmsid9915914211401831

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