Relationships between SPT-N value and undrained shear strength of fine-grained soils in Turkey

dc.contributor.authorSivrikaya, Osman
dc.contributor.authorTogrol, Erguh
dc.date.accessioned2024-11-07T13:24:47Z
dc.date.available2024-11-07T13:24:47Z
dc.date.issued2007
dc.departmentNiğde Ömer Halisdemir Üniversitesi
dc.description.abstractIn engineering applications, information obtained during Soil explorations may be limited due to the difficulties encountered in sampling, testing and the costs involved. So, it is useful to determine properties of soils by using a small number of soil parameters that can be obtained easily. fit this study the correlations between the SPT-N Value and undrained shear strength (c(u)) are examined and developed for types of fine-grained soils based on Standard Penetration Test (SPT) corrections and test type considered statistically, and comparisons are made with Previous studies, It is observed that while the correlations proposed by Terzaghi and Peck (1967), commonly used in practice, and Stroud (1974) are compatable with those proposed by the current study, those proposed by the others have given quite high results.
dc.identifier.endpage4246
dc.identifier.issn1300-3453
dc.identifier.issue4
dc.identifier.scopus2-s2.0-35248843071
dc.identifier.scopusqualityQ3
dc.identifier.startpage4229
dc.identifier.urihttps://hdl.handle.net/11480/14319
dc.identifier.volume18
dc.identifier.wosWOS:000255400400001
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isotr
dc.publisherTurkish Chamber Civil Engineers
dc.relation.ispartofTeknik Dergi
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241106
dc.titleRelationships between SPT-N value and undrained shear strength of fine-grained soils in Turkey
dc.title.alternativeTürkiye'de SPT-N de?eri ile i?nce daneli zeminlerin drenajsiz kayma mukavemeti arasindaki i?lişkiler
dc.typeArticle

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