Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/12757
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dc.contributor.authorEcemis, Nurhantr
dc.contributor.authorMonkul, Mehmet Murattr
dc.contributor.authorTütüncü, Yunus Emretr
dc.contributor.authorArik, Mustafa Sezertr
dc.date.accessioned2023-01-17T08:48:35Z-
dc.date.available2023-01-17T08:48:35Z-
dc.date.issued2022-12-
dc.identifier.urihttps://doi.org/10.1007/s10518-022-01501-0-
dc.identifier.urihttps://hdl.handle.net/11147/12757-
dc.description.abstractThe cone penetration test-based simplified liquefaction triggering evaluations are largely based on linking liquefaction manifestations in the field to cone penetration resistance. These relationships are interpreted in such a way that for given penetration resistance, the liquefaction resistance increases as non-plastic fines content (FC) increases. However, several studies have indicated discrepancies in this relationship. Hence, there is a lag in rational scientific understanding of this observation. In this study, an experimental research program was undertaken to investigate the CPT-based liquefaction assessment by considering the effects of drainage conditions on the relationship between CPT resistance and liquefaction resistance. First, clean sand and silty sands having 5, 15, and 35% FC were tested at different relative densities by stress-controlled cyclic direct simple shear (CDSS) tests to investigate cyclic resistance of silty sand with varying amounts of non-plastic fines. Then, a set of tests involving piezocone penetration (CPTu), seismic CPTu (SCPTu), and direct push permeability (DPPT) were undertaken in a large-scale box filled with the same soils used in the CDSS tests. The large-scale test results quantified the effect of drainage conditions (coefficient of consolidation) on cone penetration resistance. Finally, by combining the CDSS and CPTu test results, an alternative CPT-based liquefaction resistance relationship was proposed by considering the effects of drainage conditions.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofBulletin of Earthquake Engineeringen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectCoefficient of consolidationen_US
dc.subjectCone penetration testen_US
dc.subjectCyclic simple shear testen_US
dc.subjectRelative densityen_US
dc.titleCPT-based liquefaction resistance of clean and silty sands: a drainage conditions based approachen_US
dc.typeArticleen_US
dc.authorid0000-0003-3262-8380en_US
dc.institutionauthorEcemis, Nurhantr
dc.institutionauthorArik, Mustafa Sezertr
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.wosWOS:000843418400002en_US
dc.identifier.scopus2-s2.0-85137109309en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıtr
dc.identifier.doi10.1007/s10518-022-01501-0-
dc.relation.issn1570-761Xen_US
dc.description.volume20en_US
dc.description.issue15en_US
dc.description.startpage7957en_US
dc.description.endpage7980en_US
dc.identifier.scopusqualityQ1-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.grantfulltextopen-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
crisitem.author.dept03.03. Department of Civil Engineering-
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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