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Fall cone test to characterize shear strength of organic sediments / R. Zentar in Journal of geotechnical and geoenvironmental engineering, Vol. 135 N°1 (Janvier 2009) 

Public ISBD [article]  in Journal of geotechnical and geoenvironmental engineering > Vol. 135 N°1 (Janvier 2009) . - pp. 153–157 Titre : Fall cone test to characterize shear strength of organic sediments Type de document : texte imprimé Auteurs : R. Zentar, Auteur ; N.-E. Abriak, Auteur ; V. Dubois, Auteur Année de publication : 2009 Article en page(s) : pp. 153–157 Note générale : Geotechnical and geoenvironmental engineering Langues : Anglais (eng) Mots-clés : Design  Sediment  Organic  matter  Atterberg  limit  Shear  strength Résumé : In this paper, the results of the standard percussion cup test, the penetration cone test, and the laboratory vane test performed on organic sediments and kaolin are discussed. First, the relationship between the water content and the cone penetration depth is explored. Second, the relationship between the shear strength, using the laboratory vane apparatus, and the water content is investigated. Finally, the relationship between the shear strength and the penetration depth of the cone, at different levels of water content, is explored. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%291090-0241%282009%29135%3A1%2815 [...] [article] Fall cone test to characterize shear strength of organic sediments [texte imprimé] / R. Zentar, Auteur ; N.-E. Abriak, Auteur ; V. Dubois, Auteur . - 2009 . - pp. 153–157. Geotechnical and geoenvironmental engineering Langues : Anglais (eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 135 N°1 (Janvier 2009) . - pp. 153–157 Mots-clés : Design  Sediment  Organic  matter  Atterberg  limit  Shear  strength Résumé : In this paper, the results of the standard percussion cup test, the penetration cone test, and the laboratory vane test performed on organic sediments and kaolin are discussed. First, the relationship between the water content and the cone penetration depth is explored. Second, the relationship between the shear strength, using the laboratory vane apparatus, and the water content is investigated. Finally, the relationship between the shear strength and the penetration depth of the cone, at different levels of water content, is explored. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%291090-0241%282009%29135%3A1%2815 [...]