| Titre : | One-dimensional consolidation theories for layered soil and coupled and uncoupled solutions by the finite-element method (2011) |
| Auteurs : | J. Huang, Auteur ; D. V. Griffiths, Auteur |
| Type de document : | Article : texte imprimé |
| Dans : | Géotechnique (Vol. 60 N° 9, Septembre 2010) |
| Article en page(s) : | pp. 709–713 |
| Note générale : | Génie Civil |
| Langues : | Anglais |
| Index. décimale : | 624 (Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes) |
| Tags : | Permeability Finite-element method Consolidation Compressibility |
| 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.
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| DEWEY : | 624.15 |
| ISSN : | 0016-8505 |
| En ligne : | http://www.icevirtuallibrary.com/content/article/10.1680/geot.08.p.038 |
