One-dimensional consolidation theories for layered soil and coupled and uncoupled solutions by the finite-element method / J. Huang in Géotechnique, Vol. 60 N° 9 (Septembre 2010)  

Public ISBD [article]  inGéotechnique > Vol. 60 N° 9 (Septembre 2010) . - pp. 709–713 Titre : One-dimensional consolidation theories for layered soil and coupled and uncoupled solutions by the finite-element method Type de document : texte imprimé Auteurs : J. Huang, Auteur ; D. V. Griffiths, Auteur Année de publication : 2011 Article en page(s) : pp. 709–713 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Permeability Finite-element method Consolidation Compressibility Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : One-dimensional consolidation theories for layered soil have been re-examined. Coupled (settlement and excess pore pressure), uncoupled (excess pore pressure only) and the classical Terzaghi equation are solved by the finite-element method. By accounting only for changes in the coefficient of consolidation (c v), the classical Terzaghi approach is unable to satisfy the flow continuity conditions at the interface between layers. DEWEY : 624.15 ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.08.p.038 [article] One-dimensional consolidation theories for layered soil and coupled and uncoupled solutions by the finite-element method [texte imprimé] / J. Huang, Auteur ; D. V. Griffiths, Auteur . - 2011 . - pp. 709–713. Génie Civil Langues : Anglais (eng) in Géotechnique > Vol. 60 N° 9 (Septembre 2010) . - pp. 709–713 Mots-clés : Permeability Finite-element method Consolidation Compressibility Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : One-dimensional consolidation theories for layered soil have been re-examined. Coupled (settlement and excess pore pressure), uncoupled (excess pore pressure only) and the classical Terzaghi equation are solved by the finite-element method. By accounting only for changes in the coefficient of consolidation (c v), the classical Terzaghi approach is unable to satisfy the flow continuity conditions at the interface between layers. DEWEY : 624.15 ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.08.p.038

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