Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/5398
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dc.contributor.authorEcemiş, Nurhan-
dc.contributor.authorKaraman, Mustafa-
dc.date.accessioned2017-04-25T11:34:31Z-
dc.date.available2017-04-25T11:34:31Z-
dc.date.issued2014-10-
dc.identifier.citationEcemiş, N., and Karaman, M. (2014). Influence of non-/low plastic fines on cone penetration and liquefaction resistance. Engineering Geology, 181, 48-57. doi:10.1016/j.enggeo.2014.08.012en_US
dc.identifier.issn0013-7952-
dc.identifier.urihttp://doi.org/10.1016/j.enggeo.2014.08.012-
dc.identifier.urihttp://hdl.handle.net/11147/5398-
dc.description.abstractUncertainties prevail at the current liquefaction screening method based on the cone penetration test (CPT) as to whether the existence of fines increases liquefaction resistance or decrease cone penetration resistance. In this study, field-based data are used to evaluate the effects of non-/low plastic fines on liquefaction resistance at the current CPT-based liquefaction assessment method. The first part of this paper examines the effects of the coefficient of consolidation or drainage characteristics of soils containing fines on cone penetration resistance. The coefficient of consolidation is influenced by the fines content and the relative density of the soil. The second part of this paper investigates the contribution of fines content less than 30% by weight on the liquefaction resistance of soils at different relative densities. Fines content over 30% by weight and/or high plasticity of fines can cause additional complications; therefore, it needs different valuation methods, which is beyond the scope of this paper. The liquefaction resistance of sands and silty sands is reinterpreted from the current CPT-based liquefaction assessment method. The trend, which presents the change of liquefaction resistance with fines content at the same relative density, is compared with the available laboratory-based data in the literature. The results show that the interpreted trend is not consistent with the laboratory-based correlations obtained by several previous researchers. Therefore, there will be probably some inaccuracies in estimation of liquefaction potential of silty sand using the current CPT-based liquefaction assessment method.en_US
dc.description.sponsorshipTUBITAK (110M602); European Union (PIRG05-GA-2009-248218)en_US
dc.language.isoenen_US
dc.publisherElsevier Ltd.en_US
dc.relationinfo:eu-repo/grantAgreement/TUBITAK/MAG/110M602en_US
dc.relation.ispartofEngineering Geologyen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectClean sanden_US
dc.subjectCoefficient of consolidationen_US
dc.subjectLiquefaction resistanceen_US
dc.subjectRelative densityen_US
dc.subjectSand with finesen_US
dc.titleInfluence of non-/low plastic fines on cone penetration and liquefaction resistanceen_US
dc.typeArticleen_US
dc.authoridTR115346en_US
dc.authoridTR115346en_US
dc.institutionauthorEcemiş, Nurhan-
dc.institutionauthorKaraman, Mustafa-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume181en_US
dc.identifier.startpage48en_US
dc.identifier.endpage57en_US
dc.identifier.wosWOS:000344426900005en_US
dc.identifier.scopus2-s2.0-84908680674en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1016/j.enggeo.2014.08.012-
dc.relation.doi10.1016/j.enggeo.2014.08.012en_US
dc.coverage.doi10.1016/j.enggeo.2014.08.012en_US
dc.identifier.wosqualityQ1-
dc.identifier.scopusqualityN/A-
item.grantfulltextopen-
item.openairetypeArticle-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.fulltextWith Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept03.03. Department of Civil Engineering-
crisitem.author.dept01. Izmir Institute of Technology-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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