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 |