Installation of torpedo anchors / Mohammad S. Raie in Journal of geotechnical and geoenvironmental engineering, Vol. 135 N° 12 (Décembre 2009)  

Public ISBD [article]  inJournal of geotechnical and geoenvironmental engineering > Vol. 135 N° 12 (Décembre 2009) . - pp. 1805–1813 Titre : Installation of torpedo anchors : numerical modeling Type de document : texte imprimé Auteurs : Mohammad S. Raie, Auteur ; John L. Tassoulas, Auteur Année de publication : 2010 Article en page(s) : pp. 1805–1813 Note générale : Génotechnical and geoenvironmental engineering Langues : Anglais (eng) Mots-clés : AnchorsPenetrationSoilViscous flowComputational fluid dynamics techniqueNumerical models Résumé : Torpedo anchors are used as foundations for mooring deep-water offshore facilities, including risers and floating structures. They are cone-tipped cylindrical steel pipes ballasted with concrete and scrap metal and penetrate the seabed by the kinetic energy they acquire during free fall through the water. A mooring line is usually connected at the top of the anchor. The design of such anchors involves estimation of the embedment depth as well as short-term and long-term pullout capacities. This paper describes the development of a computational procedure that leads to prediction of torpedo-anchor embedment depth. The procedure relies on a computational fluid dynamics (CFD) model for evaluation of the resisting forces on the anchor. In the model, the soil is represented as a viscous fluid and the procedure is applied to axially symmetric penetration of the seabed. The CFD approach provides estimates of not only the embedment depth but the pressure and shear distributions on the soil-anchor interface and in the soil. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0000159 [article] Installation of torpedo anchors : numerical modeling [texte imprimé] / Mohammad S. Raie, Auteur ; John L. Tassoulas, Auteur . - 2010 . - pp. 1805–1813. Génotechnical and geoenvironmental engineering Langues : Anglais (eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 135 N° 12 (Décembre 2009) . - pp. 1805–1813 Mots-clés : AnchorsPenetrationSoilViscous flowComputational fluid dynamics techniqueNumerical models Résumé : Torpedo anchors are used as foundations for mooring deep-water offshore facilities, including risers and floating structures. They are cone-tipped cylindrical steel pipes ballasted with concrete and scrap metal and penetrate the seabed by the kinetic energy they acquire during free fall through the water. A mooring line is usually connected at the top of the anchor. The design of such anchors involves estimation of the embedment depth as well as short-term and long-term pullout capacities. This paper describes the development of a computational procedure that leads to prediction of torpedo-anchor embedment depth. The procedure relies on a computational fluid dynamics (CFD) model for evaluation of the resisting forces on the anchor. In the model, the soil is represented as a viscous fluid and the procedure is applied to axially symmetric penetration of the seabed. The CFD approach provides estimates of not only the embedment depth but the pressure and shear distributions on the soil-anchor interface and in the soil. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0000159

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