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۱Physical Modeling of Catenary Riser–Soil–Interaction
نویسنده(ها): ، ، ،
اطلاعات انتشار: هفتمین همایش بین المللی سواحل، بنادر و سازه های دریایی، سال
تعداد صفحات: ۷
One of the important topics in Catenary Riser design is the SCR touch down region and its interaction with the seabed. Twenty–two pipe–soil interaction tests have been carried out. The soil used in the study is a clay from offshore West Africa. This unusual material, was artificially pre–consolidated under surcharge and then homogenised,. All tests were carried out on a stiff, aluminium pipe section. Pore pressures were measured at the pipe–soil interface at a number of locations. A load cell on the pipe support plates was used to obtain the net soil forces P (horizontal) and Q (vertical) on the pipe. The forces P and Q due to horizontal sweeping H from the centre of a preformed trench of width 3D and depth h, were the focus of investigation in these tests.<\div>
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