TECHNICAL NOTE: Stabilization of embankment foundations by using stone columns

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. Th...

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Veröffentlicht in:Geotechnical and geological engineering 1997-09, Vol.15 (3), p.247-258
Hauptverfasser: Christoulas St, Giannaros Ch, Tsiambaos, G
Format: Artikel
Sprache:eng
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Zusammenfassung: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.
ISSN:0960-3182
1573-1529
DOI:10.1023/A:1018411725221