Empirical estimation of shear wave velocity from in situ tests on soil formations in Greece

Tsiambaos, G; Sabatakakis, N

dc.contributor.author	Tsiambaos, G	en
dc.contributor.author	Sabatakakis, N	en
dc.date.accessioned	2014-03-01T01:35:38Z
dc.date.available	2014-03-01T01:35:38Z
dc.date.issued	2011	en
dc.identifier.issn	1435-9529	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/21131
dc.subject	Cone penetration test	en
dc.subject	Dynamic soil properties	en
dc.subject	In situ testing	en
dc.subject	Shear wave velocity	en
dc.subject	Standard penetration test	en
dc.subject.classification	Engineering, Environmental	en
dc.subject.classification	Engineering, Geological	en
dc.subject.classification	Geosciences, Multidisciplinary	en
dc.subject.other	Cone penetration tests	en
dc.subject.other	Dynamic soil properties	en
dc.subject.other	In-situ testing	en
dc.subject.other	Shear wave velocity	en
dc.subject.other	Standard penetration test	en
dc.subject.other	Acoustic wave velocity	en
dc.subject.other	Dynamic analysis	en
dc.subject.other	Regression analysis	en
dc.subject.other	Shear flow	en
dc.subject.other	Shear waves	en
dc.subject.other	Soils	en
dc.subject.other	Standards	en
dc.subject.other	Testing	en
dc.subject.other	Wave propagation	en
dc.subject.other	Soil testing	en
dc.subject.other	cone penetration test	en
dc.subject.other	dynamic analysis	en
dc.subject.other	dynamic property	en
dc.subject.other	empirical analysis	en
dc.subject.other	in situ test	en
dc.subject.other	regression analysis	en
dc.subject.other	S-wave	en
dc.subject.other	soil property	en
dc.subject.other	soil test	en
dc.subject.other	wave velocity	en
dc.subject.other	Greece	en
dc.title	Empirical estimation of shear wave velocity from in situ tests on soil formations in Greece	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/s10064-010-0324-9	en
heal.identifier.secondary	http://dx.doi.org/10.1007/s10064-010-0324-9	en
heal.language	English	en
heal.publicationDate	2011	en
heal.abstract	Shear wave velocity is an important input parameter for dynamic ground analysis. Standard penetration test blow counts, static cone penetration tip resistance and shear wave velocity (VS) obtained by the cross-hole technique have been collected from a large number of projects in Greece over the last 10 years and regression analysis used to develop empirical relationships. The paper discusses the factors which influence the derived equations, in particular the relevance of the soil type. © 2010 Springer-Verlag.	en
heal.publisher	SPRINGER HEIDELBERG	en
heal.journalName	Bulletin of Engineering Geology and the Environment	en
dc.identifier.doi	10.1007/s10064-010-0324-9	en
dc.identifier.isi	ISI:000293184600013	en
dc.identifier.volume	70	en
dc.identifier.issue	2	en
dc.identifier.spage	291	en
dc.identifier.epage	297	en