Relationships between SPT-N value and undrained shear strength of fine-grained soils in Turkey [Türkiye'de SPT-N degeri ile i·nce daneli zeminlerin drenajsiz kayma mukavemeti arasindaki i·lişkiler]

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dc.contributor.authorSivrikaya O.
dc.contributor.authorTogrol E.
dc.date.accessioned2019-08-01T13:38:39Z
dc.date.available2019-08-01T13:38:39Z
dc.date.issued2007
dc.departmentNiğde ÖHÜ
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. In this study the correlations between the SPT-N value and undrained shear strength (C 11 ) 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.startpage4229
dc.identifier.urihttps://hdl.handle.net/11480/1199
dc.identifier.volume18
dc.institutionauthor[0-Belirlenecek]
dc.language.isotr
dc.relation.ispartofTeknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.titleRelationships between SPT-N value and undrained shear strength of fine-grained soils in Turkey [Türkiye'de SPT-N degeri ile i·nce daneli zeminlerin drenajsiz kayma mukavemeti arasindaki i·lişkiler]
dc.typeArticle

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