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 |