A 60 m long stretch of a bridge approach embankment, which rises 3.5 m above the original ground level has been reinforced using plastic geogrids. The subsoil is mainly soft clay, the top layers having a high organic content. The reinforcement is placed in one and partly two layers under the embankment. The behaviour of the constructed embankment indicates that even a rather weak reinforcement increases the stability sufficiently. The relative settlement profiles of the embankment are about the same in cross-sections with and without reinforcement. A thin layer of reinforcement does obviously not have significant effect on settlement. (Author/TRRL)

  • Supplemental Notes:
    • Papers from NGM84, Nordic Geotechnical Congress, Linkoeping, Sweden, June 1-3, 1984.
  • Corporate Authors:

    Swedish Geotechnical Institute

    S-581 01 Linkoping 1,   Sweden 
  • Authors:
    • Valtonen, M
    • Faerkkilae, H
  • Publication Date: 1984

Media Info

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Filing Info

  • Accession Number: 00394282
  • Record Type: Publication
  • Source Agency: Swedish National Road and Transport Research Institute (VTI)
  • Files: ITRD, TRIS
  • Created Date: Jul 31 1985 12:00AM