Stabilization of embankment foundations by using stone columns

Christoulas, St; Giannaros, Ch; Tsiambaos, G

dc.contributor.author	Christoulas, St	en
dc.contributor.author	Giannaros, Ch	en
dc.contributor.author	Tsiambaos, G	en
dc.date.accessioned	2014-03-01T01:46:15Z
dc.date.available	2014-03-01T01:46:15Z
dc.date.issued	1997	en
dc.identifier.issn	09603182	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/24869
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0031237119&partnerID=40&md5=4560c6fae11b3fea280698f62c018aa0	en
dc.subject	Embankment	en
dc.subject	Foundation	en
dc.subject	Soil improvement	en
dc.subject	Stone columns	en
dc.subject.other	Columns (structural)	en
dc.subject.other	Embankments	en
dc.subject.other	Stabilization	en
dc.subject.other	Soil improvement	en
dc.subject.other	Stone columns	en
dc.subject.other	Foundations	en
dc.subject.other	embankment	en
dc.subject.other	soil improvement	en
dc.subject.other	stone column	en
dc.title	Stabilization of embankment foundations by using stone columns	en
heal.type	journalArticle	en
heal.publicationDate	1997	en
heal.abstract	In this Technical Note a parametric study, based on Dimaggio's (1978) approach, of the reinforcing effect of stone columns on the stability of road embankments is examined. For a certain embankment geometry, stability analyses of discrete soil and stone column elements were also carried out. The results of the above analyses are compared to the results of the analyses based on Dimaggio's approach.	en
heal.journalName	Geotechnical and Geological Engineering	en
dc.identifier.volume	15	en
dc.identifier.issue	3	en
dc.identifier.spage	247	en
dc.identifier.epage	258	en