Shear wave velocity in a very soft clay - measurement and correlations

Bouckovalas, G; Kalteziotis, N; Sabatakakis, N; Zervogiannis, C

dc.contributor.author	Bouckovalas, G	en
dc.contributor.author	Kalteziotis, N	en
dc.contributor.author	Sabatakakis, N	en
dc.contributor.author	Zervogiannis, C	en
dc.date.accessioned	2014-03-01T02:47:54Z
dc.date.available	2014-03-01T02:47:54Z
dc.date.issued	1989	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/33417
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0024772864&partnerID=40&md5=b6a9d9b37b4e6e6cb428a4c5ea63e77f	en
dc.subject.other	Clay - Testing	en
dc.subject.other	Materials Testing - In Situ	en
dc.subject.other	Mathematical Techniques - Correlation Methods	en
dc.subject.other	Cross Hole Method	en
dc.subject.other	Dynamic Shear Moduli	en
dc.subject.other	Shear Wave Velocity	en
dc.subject.other	Clay	en
dc.title	Shear wave velocity in a very soft clay - measurement and correlations	en
heal.type	conferenceItem	en
heal.publicationDate	1989	en
heal.abstract	The paper presents measurements of shear wave velocity and dynamic shear moduli obtained by the Cross Hole method, in a very soft clay deposit. The measurements are correlated with results from static cone penetration tests, pressuremeter tests, field vane tests and undrained triaxial tests. The N(SPT) values measured at the site were very low and consequently correlations of Go with N, although they are rather common in the literature, would be unreliable. Hence, correlations with the results of other in situ tests are derived and presented.	en
heal.publisher	Publ by A.A. Balkema, Rotterdam, Netherlands	en
heal.journalName	Proceedings of the International Conference on Soil Mechanics and Foundation Engineering	en
dc.identifier.volume	1	en
dc.identifier.spage	191	en
dc.identifier.epage	194	en