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Vertical drain consolidation with non-Darcian flow and void-ratio-dependent compressibility and permeability / R. Walker in Géotechnique, Vol. 62 N° 11 (Novembre 2012) 

Public ISBD [article]  in Géotechnique > Vol. 62 N° 11 (Novembre 2012) . - pp. 985 –997 Titre : Vertical drain consolidation with non-Darcian flow and void-ratio-dependent compressibility and permeability Type de document : texte imprimé Auteurs : R. Walker, Auteur ; B. Indraratna, Auteur ; C. Rujikiatkamjorn, Auteur Année de publication : 2012 Article en page(s) : pp. 985 –997 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Consolidation  Case  history  Pore  pressures  Settlement Résumé : Vertical drains increase the rate of consolidation in soft soils by facilitating faster dissipation of excess pore water pressure through short, horizontal drainage paths. This paper presents an analytical solution for non-linear radial consolidation under equal-strain conditions incorporating smear but ignoring well resistance. Three aspects of non-linearity are considered: (a) non-Darcian flow, (b) a log-linear void-ratio–stress relationship; and (b) a log-linear void-ratio–permeability relationship. The analytical solution to non-linear radial consolidation can explicitly capture the behaviour of both overconsolidated and normally consolidated soils. For non-linear material properties, consolidation may be faster or slower when compared with the cases with constant material properties. The difference depends on the compressibility/permeability ratios (C c/C k and C r/C k), the preconsolidation pressure and the stress increase. If C c/C k < 1 or C r/C k < 1 then the coefficient of consolidation increases as excess pore pressures dissipate, and the corresponding rate of consolidation is greater. ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.10.P.084 [article] Vertical drain consolidation with non-Darcian flow and void-ratio-dependent compressibility and permeability [texte imprimé] / R. Walker, Auteur ; B. Indraratna, Auteur ; C. Rujikiatkamjorn, Auteur . - 2012 . - pp. 985 –997. Génie Civil Langues : Anglais (eng) in Géotechnique > Vol. 62 N° 11 (Novembre 2012) . - pp. 985 –997 Mots-clés : Consolidation  Case  history  Pore  pressures  Settlement Résumé : Vertical drains increase the rate of consolidation in soft soils by facilitating faster dissipation of excess pore water pressure through short, horizontal drainage paths. This paper presents an analytical solution for non-linear radial consolidation under equal-strain conditions incorporating smear but ignoring well resistance. Three aspects of non-linearity are considered: (a) non-Darcian flow, (b) a log-linear void-ratio–stress relationship; and (b) a log-linear void-ratio–permeability relationship. The analytical solution to non-linear radial consolidation can explicitly capture the behaviour of both overconsolidated and normally consolidated soils. For non-linear material properties, consolidation may be faster or slower when compared with the cases with constant material properties. The difference depends on the compressibility/permeability ratios (C c/C k and C r/C k), the preconsolidation pressure and the stress increase. If C c/C k < 1 or C r/C k < 1 then the coefficient of consolidation increases as excess pore pressures dissipate, and the corresponding rate of consolidation is greater. ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.10.P.084