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An exercise on slope stability and perfect elastoplasticity / C. Di Prisco in Géotechnique, Vol. 61 N° 11 (Novembre 2010) 

Public ISBD [article]  in Géotechnique > Vol. 61 N° 11 (Novembre 2010) . - pp. 923-934 Titre : An exercise on slope stability and perfect elastoplasticity Type de document : texte imprimé Auteurs : C. Di Prisco, Auteur ; F. Pisano, Auteur Année de publication : 2011 Article en page(s) : pp. 923-934 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Strain  localisation  Theoretical  analysis  Slopes  Liquefaction  Plasticity  Failure Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : In this paper the stability of an infinitely long granular slope is addressed in the framework of small-strain perfect elastoplasticity. The problem is approached by discussing the condition of strain localisation and, through a reinterpretation of the concept of ‘angle of natural repose', a modified strategy for evaluating the slope safety factor is introduced. The angle of natural repose is demonstrated to differ substantially from the material internal friction angle (as this can be determined from standard triaxial tests). The role of non-associativeness is critically discussed and simple shear stress paths are numerically simulated: pseudo-hardening and pseudo-softening regimes are described. The influence of the loading history on the overall ductility/brittleness of the system mechanical response is analysed. To stress the dependency of the angle of natural repose on the material ductility/brittleness, additional simple shear numerical results are illustrated for the case of a strain-softening constitutive relationship. Finally, the stability of the stratum under undrained conditions is critically tackled with reference to the phenomenon of static liquefaction of loose sands. DEWEY : 624.15 ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.9.p.040 [article] An exercise on slope stability and perfect elastoplasticity [texte imprimé] / C. Di Prisco, Auteur ; F. Pisano, Auteur . - 2011 . - pp. 923-934. Génie Civil Langues : Anglais (eng) in Géotechnique > Vol. 61 N° 11 (Novembre 2010) . - pp. 923-934 Mots-clés : Strain  localisation  Theoretical  analysis  Slopes  Liquefaction  Plasticity  Failure Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : In this paper the stability of an infinitely long granular slope is addressed in the framework of small-strain perfect elastoplasticity. The problem is approached by discussing the condition of strain localisation and, through a reinterpretation of the concept of ‘angle of natural repose', a modified strategy for evaluating the slope safety factor is introduced. The angle of natural repose is demonstrated to differ substantially from the material internal friction angle (as this can be determined from standard triaxial tests). The role of non-associativeness is critically discussed and simple shear stress paths are numerically simulated: pseudo-hardening and pseudo-softening regimes are described. The influence of the loading history on the overall ductility/brittleness of the system mechanical response is analysed. To stress the dependency of the angle of natural repose on the material ductility/brittleness, additional simple shear numerical results are illustrated for the case of a strain-softening constitutive relationship. Finally, the stability of the stratum under undrained conditions is critically tackled with reference to the phenomenon of static liquefaction of loose sands. DEWEY : 624.15 ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.9.p.040