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dc.contributor.authorO'Kelly, Brendan
dc.date.accessioned2024-11-12T13:43:30Z
dc.date.available2024-11-12T13:43:30Z
dc.date.issued2024
dc.date.submitted2024en
dc.identifier.citationSoltani, A., O'Kelly, B.C., Horpibulsuk, S. and Taheri, A., Unique relationship between optimum compaction properties of fine-grained soils across rational compactive efforts: a validation study, Transportation Infrastructure Geotechnology, 11, 5, 2024, 2932 - 2952en
dc.identifier.otherY
dc.descriptionPUBLISHEDen
dc.description.abstractAmong the many proposals for estimating the compaction characteristics of fine-grained soils for different compaction energy levels (CELs), energy conversion (EC) models are gaining increased attention. These models work on the premise of employing measured optimum moisture content (OMC) and maximum dry unit weight (MDUW) values obtained for a rational CEL (e.g., standard or reduced-standard Proctor (SP or RSP)) to predict the same for other CELs. This study revisits the most recently proposed EC-based compaction modeling framework, critically examining its asserted accuracy and hence identifying its true potentials. This was achieved by performing comprehensive statistical analyses on a newly compiled database of 206 compaction test results, entailing 70 different fine-grained soils (with liquid limits ranging 19–365%) and accounting for CELs of 202.0–2723.5 kJ/m3. It was demonstrated that 99% and 96% of the differences between the SP-converted and measured values for OMC and MDUW, respectively, fall within the allowable margins of OMC and MDUW measurement errors permitted by the Australian AS 1289.5.1.1/AS 1289.5.2.1 standards (satisfying their recommended ≥ 95% requirement). Equally favorable results were also obtained for the RSP-based conversions. These findings reaffirmed that the optimum compaction parameters across rational CELs are somewhat uniquely related, and the effects of fine-grained soil attributes on soil compactability are adequately captured/explained by the measured OMC and MDUW values employed as the conversion inputs/predictors.en
dc.format.extent2932en
dc.format.extent2952en
dc.language.isoenen
dc.relation.ispartofseriesTransportation Infrastructure Geotechnology;
dc.relation.ispartofseries11;
dc.relation.ispartofseries5;
dc.rightsYen
dc.titleUnique relationship between optimum compaction properties of fine-grained soils across rational compactive efforts: a validation studyen
dc.typeJournal Articleen
dc.type.supercollectionscholarly_publicationsen
dc.type.supercollectionrefereed_publicationsen
dc.identifier.peoplefinderurlhttp://people.tcd.ie/bokelly
dc.identifier.rssinternalid265587
dc.identifier.doihttps://doi.org/10.1007/s40515-024-00390-x
dc.rights.ecaccessrightsopenAccess
dc.subject.TCDThemeSmart & Sustainable Planeten
dc.subject.TCDTagCOMPACTIONen
dc.subject.TCDTagGEOTECHNICAL ENGINEERINGen
dc.subject.TCDTagGeotechnical Engineeringen
dc.subject.TCDTagGeotechnicsen
dc.subject.TCDTagSOIL PARAMETERSen
dc.subject.TCDTagSoil Mechanicsen
dc.subject.TCDTagSoil Mechanics & Foundationsen
dc.subject.TCDTagfine grained soilen
dc.subject.TCDTaggeotechnicalen
dc.subject.TCDTagsoil improvementen
dc.subject.TCDTagsoil stabilizationen
dc.identifier.orcid_id0000-0002-1343-4428
dc.status.accessibleNen
dc.identifier.urihttps://hdl.handle.net/2262/110250


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