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Bridging process threshold for sediment infiltrating into a coarse substrate / Stanford Gibson in Journal of geotechnical and geoenvironmental engineering, Vol. 136 N° 2 (Fevrier 2010) 

Public ISBD [article]  in Journal of geotechnical and geoenvironmental engineering > Vol. 136 N° 2 (Fevrier 2010) . - pp. 402-406 Titre : Bridging process threshold for sediment infiltrating into a coarse substrate Type de document : texte imprimé Auteurs : Stanford Gibson, Auteur ; David Abraham, Auteur ; Ronald Heath, Auteur Article en page(s) : pp. 402-406 Note générale : Géotechnique Langues : Anglais (eng) Mots-clés : Filter  Siltation  Critical  constriction  Gravel  clogging  Bridging  Flume  experiment Index. décimale : 624.1 Infrastructures.Ouvrages en terre. Fondations. Tunnels Résumé : Sand infiltration into gravel frameworks poses significant engineering and ecological difficulties. Ten flume experiments were conducted to quantify a sand bridging threshold in a static gravel bed. The D15 substrate/d85 sand ratio was computed for each of 37 unique sand-substrate pairs and the data were plotted, with previously published flume data, to determine the threshold between bridging and unimpeded static percolation. The process threshold boundary between bridging and unimpeded static percolation fell in the range of 12c*/d85=3. DEWEY : 624.1 ISSN : 1090-0241 En ligne : http://ascelibrary.aip.org/vsearch/servlet/VerityServlet?KEY=JGGEFK&smode=strres [...] [article] Bridging process threshold for sediment infiltrating into a coarse substrate [texte imprimé] / Stanford Gibson, Auteur ; David Abraham, Auteur ; Ronald Heath, Auteur . - pp. 402-406. Géotechnique Langues : Anglais (eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 136 N° 2 (Fevrier 2010) . - pp. 402-406 Mots-clés : Filter  Siltation  Critical  constriction  Gravel  clogging  Bridging  Flume  experiment Index. décimale : 624.1 Infrastructures.Ouvrages en terre. Fondations. Tunnels Résumé : Sand infiltration into gravel frameworks poses significant engineering and ecological difficulties. Ten flume experiments were conducted to quantify a sand bridging threshold in a static gravel bed. The D15 substrate/d85 sand ratio was computed for each of 37 unique sand-substrate pairs and the data were plotted, with previously published flume data, to determine the threshold between bridging and unimpeded static percolation. The process threshold boundary between bridging and unimpeded static percolation fell in the range of 12c*/d85=3. DEWEY : 624.1 ISSN : 1090-0241 En ligne : http://ascelibrary.aip.org/vsearch/servlet/VerityServlet?KEY=JGGEFK&smode=strres [...]