Direct estimation of settlements on sand, based on SPT results

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dc.contributor.author Anagnostopoulos, AG en
dc.contributor.author Papadopoulos, BP en
dc.contributor.author Kavvadas, MJ en
dc.date.accessioned 2014-03-01T02:48:00Z
dc.date.available 2014-03-01T02:48:00Z
dc.date.issued 1991 en
dc.identifier.uri http://hdl.handle.net/123456789/33499
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0025842943&partnerID=40&md5=55ce14cf7c41b9ef58325fad0d1e7f87 en
dc.subject.other Soil Mechanics--Mathematical Models en
dc.subject.other Statistical Methods--Regression Analysis en
dc.subject.other Cohesionless Soils en
dc.subject.other Foundation Settlement Models en
dc.subject.other Linear Regression Analysis en
dc.subject.other Sand-Supported Shallow Foundations en
dc.subject.other Foundations en
dc.title Direct estimation of settlements on sand, based on SPT results en
heal.type conferenceItem en
heal.publicationDate 1991 en
heal.abstract This paper presents a method for direct estimation of the settlement of shallow foundations on sand, based on SPT results and statistical relationships. One hundred and fifty (150) case studies have been re-evaluated using a linear regression analysis. In principle, for all cases a relation of the form : ρ = f(q,B,N) has been established. Similar relations have also been derived for the special cases of loose, medium or dense sands as well as for small (B < 3 m) and large (B > 3 m) foundation widths. 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 293 en
dc.identifier.epage 296 en

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