Stabilization of embankment foundations by using stone columns

Giannaros, C; Tsiambaos, G

dc.contributor.author	Giannaros, C	en
dc.contributor.author	Tsiambaos, G	en
dc.date.accessioned	2014-03-01T01:45:47Z
dc.date.available	2014-03-01T01:45:47Z
dc.date.issued	1997	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/24731
dc.subject	Parametric Study	en
dc.subject	stone columns	en
dc.subject	soil improvement	en
dc.title	Stabilization of embankment foundations by using stone columns	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF00880828	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF00880828	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	en
heal.publisher	KLUER ACADEMIC PUBL	en
heal.journalName	Geotechnical and Geological Engineering	en
dc.identifier.doi	10.1007/BF00880828	en
dc.identifier.volume	15	en
dc.identifier.issue	3	en
dc.identifier.spage	247	en
dc.identifier.epage	258	en