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Empirical correlations of soil parameters based on Cone Penetration Tests (CPT) for Greek soils

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dc.contributor.author Anagnostopoulos, A en
dc.contributor.author Koukis, G en
dc.contributor.author Sabatakakis, N en
dc.contributor.author Tsiambaos, G en
dc.date.accessioned 2014-03-01T01:18:56Z
dc.date.available 2014-03-01T01:18:56Z
dc.date.issued 2003 en
dc.identifier.issn 09603182 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/15270
dc.subject Cone penetration test en
dc.subject Greek soils en
dc.subject In-situ tests en
dc.subject Laboratory tests en
dc.subject Site investigation en
dc.subject.other Shear strength en
dc.subject.other Standards en
dc.subject.other Cone penetration tests (CPT) en
dc.subject.other Soil testing en
dc.subject.other cone penetration test en
dc.subject.other in situ test en
dc.subject.other shear strength en
dc.subject.other site investigation en
dc.subject.other soil dynamics en
dc.subject.other soil profile en
dc.title Empirical correlations of soil parameters based on Cone Penetration Tests (CPT) for Greek soils en
heal.type journalArticle en
heal.identifier.primary 10.1023/B:GEGE.0000006064.47819.1a en
heal.identifier.secondary http://dx.doi.org/10.1023/B:GEGE.0000006064.47819.1a en
heal.publicationDate 2003 en
heal.abstract This study presents the results of Cone Penetration Tests (CPT) and estimated correlations with the results of other in-situ tests (standard penetration test, cross-hole, seismocone) and laboratory tests (classification and undrained shear strength tests). These tests cover nearly all types of penetrable soils in Greece and, together with the formulation of empirical correlations, complement and improve on previous studies due to the significant number of CPT measurements. en
heal.journalName Geotechnical and Geological Engineering en
dc.identifier.doi 10.1023/B:GEGE.0000006064.47819.1a en
dc.identifier.volume 21 en
dc.identifier.issue 4 en
dc.identifier.spage 377 en
dc.identifier.epage 387 en


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