| contributor author | Mohammad S. Raie | |
| contributor author | John L. Tassoulas | |
| date accessioned | 2017-05-08T21:46:30Z | |
| date available | 2017-05-08T21:46:30Z | |
| date copyright | December 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000175.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61927 | |
| description abstract | 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. | |
| publisher | American Society of Civil Engineers | |
| title | Installation of Torpedo Anchors: Numerical Modeling | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000159 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012 | |
| contenttype | Fulltext | |