Strain-rate effects in deep marine clays from the Gulf of Guinea / S. S. Torisu in Géotechnique, Vol. 62 N° 9 (Septembre 2012)  

Public ISBD [article]  inGéotechnique > Vol. 62 N° 9 (Septembre 2012) . - pp. 767 –775 Titre : Strain-rate effects in deep marine clays from the Gulf of Guinea Type de document : texte imprimé Auteurs : S. S. Torisu, Auteur ; J. M. Pereira, Auteur ; V. De Gennaro, Auteur Année de publication : 2012 Article en page(s) : pp. 767 –775 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Creep Laboratory tests Stress path Fabric/structure of soils Time dependence Shear strength Clays Résumé : Current developments in deepwater offshore oil production in the Gulf of Guinea (GoG) make it necessary to characterise the mechanical behaviour of the GoG deepwater sediments better. This paper examines some aspects of the strain-rate-dependent behaviour of intact and reconstituted GoG clay specimens. Results from isotropic compression and undrained shearing laboratory tests with changing rates of stress and strain are presented. They show that the soil generally follows an isotach behaviour, with clear strain-rate dependence of the stress–strain behaviour and pore pressure response in the undrained shear tests. The effects of structure and its degradation on the time-dependent response of the sediments seem to confirm general trends observed in other structured clays. ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.12.OG.015 [article] Strain-rate effects in deep marine clays from the Gulf of Guinea [texte imprimé] / S. S. Torisu, Auteur ; J. M. Pereira, Auteur ; V. De Gennaro, Auteur . - 2012 . - pp. 767 –775. Génie Civil Langues : Anglais (eng) in Géotechnique > Vol. 62 N° 9 (Septembre 2012) . - pp. 767 –775 Mots-clés : Creep Laboratory tests Stress path Fabric/structure of soils Time dependence Shear strength Clays Résumé : Current developments in deepwater offshore oil production in the Gulf of Guinea (GoG) make it necessary to characterise the mechanical behaviour of the GoG deepwater sediments better. This paper examines some aspects of the strain-rate-dependent behaviour of intact and reconstituted GoG clay specimens. Results from isotropic compression and undrained shearing laboratory tests with changing rates of stress and strain are presented. They show that the soil generally follows an isotach behaviour, with clear strain-rate dependence of the stress–strain behaviour and pore pressure response in the undrained shear tests. The effects of structure and its degradation on the time-dependent response of the sediments seem to confirm general trends observed in other structured clays. ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.12.OG.015

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