Assessment of the undrained response of sands under limited and complete liquefaction / Mohamed Ashour in Journal of geotechnical and geoenvironmental engineering, Vol. 135 N° 11 (Novembre 2009)  

Public ISBD [article]  inJournal of geotechnical and geoenvironmental engineering > Vol. 135 N° 11 (Novembre 2009) . - pp. 1772–1776 Titre : Assessment of the undrained response of sands under limited and complete liquefaction Type de document : texte imprimé Auteurs : Mohamed Ashour, Auteur ; Gary Norris, Auteur ; Tung Nguyen, Auteur Année de publication : 2009 Article en page(s) : pp. 1772–1776 Note générale : Geotechnical and geoenvironmental engineering Langues : Anglais (eng) Mots-clés : Soil-liquefactionDrainageSandSoil typeStress strain relationsAssessment Résumé : The technique presented deals with the assessment, based on drained test behavior and formulation, of the undrained postcyclic stress-strain behavior of sands under limited or complete (full) liquefaction and its associated strength. At present, there is no particular procedure that allows assessment of such undrained postcyclic behavior that could develop full (pore-water pressure ratio, ru=1 ) or limited (ru En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0000114 [article] Assessment of the undrained response of sands under limited and complete liquefaction [texte imprimé] / Mohamed Ashour, Auteur ; Gary Norris, Auteur ; Tung Nguyen, Auteur . - 2009 . - pp. 1772–1776. Geotechnical and geoenvironmental engineering Langues : Anglais (eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 135 N° 11 (Novembre 2009) . - pp. 1772–1776 Mots-clés : Soil-liquefactionDrainageSandSoil typeStress strain relationsAssessment Résumé : The technique presented deals with the assessment, based on drained test behavior and formulation, of the undrained postcyclic stress-strain behavior of sands under limited or complete (full) liquefaction and its associated strength. At present, there is no particular procedure that allows assessment of such undrained postcyclic behavior that could develop full (pore-water pressure ratio, ru=1 ) or limited (ru En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0000114

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