| Titre : | A model of liquefaction of granular materials in isotropic compression (2011) |
| Auteurs : | Maria Stavropoulou, Auteur |
| Type de document : | Article : texte imprimé |
| Dans : | European journal of environmental and civil engineering (Vol. 14 N° 8-9, Septembre 2010) |
| Article en page(s) : | pp. 1113-1128 |
| 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 : | Liquefaction Sand Isotropic compression Mixtures theory |
| Résumé : | An elastoplastic continuum model is developed for the investigation of the susceptibility of almost saturated granular materials to liquefaction under undrained isotropic compression. The model was successfully validated against published experimental results on cyclic isotropic compression of sand. As both the experiments and model show, the most critical parameters affecting sand's susceptibility to liquefaction is its density and the initial confining pressure. |
| DEWEY : | 624 |
| ISSN : | 1113-1128 |
| En ligne : | http://ejece.revuesonline.com/resnum.jsp |
