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dc.contributor.authorGratchev, I
dc.contributor.authorPitawala, S
dc.contributor.authorGurung, N
dc.contributor.authorMonteiro, E
dc.date.accessioned2019-05-24T02:10:04Z
dc.date.available2019-05-24T02:10:04Z
dc.date.issued2018
dc.identifier.issn0818-9110
dc.identifier.urihttp://hdl.handle.net/10072/383110
dc.description.abstractCalifornia Bearing Ratio (CBR) is an important parameter used in design but it is tedious and time-consuming to obtain. This technical note presents and discusses the results of laboratory tests which were performed on plastic soils to identify the soil parameters with a high degree of correlation with CBR. Analysis of the obtained data and the relevant literature resulted in a chart that can be easily used to estimate the CBR of soil based on its plasticity and optimum moisture content.
dc.description.peerreviewedYes
dc.publisherAustralian Geomechanics Society
dc.publisher.placehttps://australiangeomechanics.org/papers/a-chart-to-estimate-cbr-of-plastic-soils-a-case-study-from-queensland-australia/
dc.relation.ispartofpagefrom137
dc.relation.ispartofpageto140
dc.relation.ispartofissue1
dc.relation.ispartofjournalAustralian Geomechanics Journal
dc.relation.ispartofvolume53
dc.subject.fieldofresearchCivil Engineering
dc.subject.fieldofresearchResources Engineering and Extractive Metallurgy
dc.subject.fieldofresearchcode0905
dc.subject.fieldofresearchcode0914
dc.titleA chart to estimate CBR of plastic soils: A case-study from Queensland, Australia
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
dc.description.versionPost-print
gro.rights.copyright© 2018 Australian Geomechanics Journal. The attached file is reproduced here in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version.
gro.hasfulltextFull Text
gro.griffith.authorGratchev, Ivan
gro.griffith.authorPitawala, Sameera


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