Effect of sand gradation and fines type on the liquefaction behaviour of sand-fines mixtures

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dc.contributor.authorRahman, M.M.
dc.contributor.authorLo, S.R.
dc.date.accessioned2009-10-14T22:05:23Z
dc.date.available2009-10-14T22:05:23Z
dc.date.issued2008en
dc.description.abstractEquivalent granular void ratio and equivalent granular steady state line was used as the common basis for synthesizing test results. In isolating the influence of host sand, two sand-fines mixes with different host sand, but the same fines type and content, were tested. The influence of fines type was then investigated by testing Sydney sand mixed with three different types of fines. Scanning Electron Microscope (SEM) photography was also used to elucidate the role of angularity of fines. This led to the finding that the angularity of fines may need to be considered in determining equivalent granular void ratio.en
dc.identifier.citationRahman, M.M., Lo, S.R. (2008) Effect of sand gradation and fines type on the liquefaction behaviour of sand-fines mixtures. Sacramento, CA, USA: Geotechnical Earthquake Engineering and Soil Dynamics IV, 18-22 May 2008. ASCE Geotechnical Special Publication, 181, 1-11.en
dc.identifier.doihttps://doi.org/10.1061/40975(318)90
dc.identifier.urihttp://hdl.handle.net/10092/2981
dc.language.isoen
dc.publisherUniversity of Canterbury. Civil and Natural Resources Engineeringen
dc.rights.urihttps://hdl.handle.net/10092/17651en
dc.subjectsanden
dc.subjectsoil liquifactionen
dc.subjectmixturesen
dc.subject.marsdenFields of Research::300000 Agricultural, Veterinary and Environmental Sciences::300100 Soil and Water Sciences::300101 Soil physicsen
dc.subject.marsdenFields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineeringen
dc.titleEffect of sand gradation and fines type on the liquefaction behaviour of sand-fines mixturesen
dc.typeConference Contributions - Published
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