Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/7077
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dc.contributor.authorYagiz, S.-
dc.contributor.authorAkyol, Erdal-
dc.contributor.authorSen, Gargi-
dc.date.accessioned2019-08-16T12:15:15Z-
dc.date.available2019-08-16T12:15:15Z-
dc.date.issued2008-
dc.identifier.issn1435-9529-
dc.identifier.urihttps://hdl.handle.net/11499/7077-
dc.identifier.urihttps://doi.org/10.1007/s10064-008-0153-2-
dc.description.abstractThe standard penetration test (SPT) is the in situ test most commonly used to investigate the properties of silt, clay, sand and fine gravel. The Menard pressuremeter test (PMT) can be utilized to obtain the strength and deformation properties of any soil or weak rock. The study investigated the relationship between the corrected SPT blow count (Ncor) and the PMT parameters of elastic modulus (Em) and limit pressure (pL). It is concluded that for the soils tested, Em and pL can be estimated as a function of Ncor values, with r = 0.91 and 0.97, respectively. © Springer-Verlag 2008.en_US
dc.language.isoenen_US
dc.relation.ispartofBulletin of Engineering Geology and the Environmenten_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectDenizli (Turkey)en_US
dc.subjectPMTen_US
dc.subjectSPTen_US
dc.subjectClay mineralsen_US
dc.subjectStandardsen_US
dc.subjectTestingen_US
dc.subjectCase studiesen_US
dc.subjectIn-situ testingen_US
dc.subjectPressure metersen_US
dc.subjectSPT blow counten_US
dc.subjectStandard penetration test (IGC: C8)en_US
dc.subjectStrength and deformation propertiesen_US
dc.subjectWeak rocksen_US
dc.subjectSoil testingen_US
dc.subjectdeformation mechanismen_US
dc.subjectelastic modulusen_US
dc.subjectpenetration testen_US
dc.subjectpressuremeteren_US
dc.subjectsandy clayen_US
dc.subjectsilty clayen_US
dc.subjectweak rocken_US
dc.subjectDenizli [Turkey]en_US
dc.subjectEurasiaen_US
dc.subjectTurkeyen_US
dc.titleRelationship between the standard penetration test and the pressuremeter test on sandy silty clays: A case study from Denizlien_US
dc.typeArticleen_US
dc.identifier.volume67en_US
dc.identifier.issue3en_US
dc.identifier.startpage405-
dc.identifier.startpage405en_US
dc.identifier.endpage410en_US
dc.authorid0000-0002-5534-3962-
dc.identifier.doi10.1007/s10064-008-0153-2-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopus2-s2.0-48549089560en_US
dc.identifier.wosWOS:000257913600011en_US
dc.identifier.scopusqualityQ1-
dc.ownerPamukkale University-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.openairetypeArticle-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept10.08. Geological Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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