Show simple item record

contributor authorMohammad S. Raie
contributor authorJohn L. Tassoulas
date accessioned2017-05-08T21:46:30Z
date available2017-05-08T21:46:30Z
date copyrightDecember 2009
date issued2009
identifier other%28asce%29gt%2E1943-5606%2E0000175.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61927
description abstractTorpedo 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.
publisherAmerican Society of Civil Engineers
titleInstallation of Torpedo Anchors: Numerical Modeling
typeJournal Paper
journal volume135
journal issue12
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000159
treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record