Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
Online ISSN : 2185-4688
ISSN-L : 2185-4688
Annual Journal of Civil Engineering in the Ocean Vol.30
CENTRIFUGE MODEL TESTS ON HOLDING CAPACITY OF SUCTION ANCHORS IN SANDY DEPOSITS
Katsutoshi KITA
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2014 Volume 70 Issue 2 Pages I_852-I_857

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Abstract
 Suction anchors have advantages over drag or pile anchors, in precise placement and installation feasibility at deep water locations, and have been employed in mooring systems of floating platforms for offshore gas/oil production in e.g. Gulf of Mexico. Growing attention has recently been given in Japan to offshore wind power generation utilizing floating structures, whereas sandy deposits are widely formed at seabed surfaces around the country. Centrifuge model tests have been carried out to study the holding behavior of suction anchors in saturated loose sandy ground with viscous scaling taken into consideration, focusing on effects of drawing speed, direction of the mooring line, and location of the connecting point between anchor and the line. There observed increase in peak tension force in mooring lines in both vertical and inclined rapid pullout cases, associated with negative fluid pressures developed inside the anchor and at the anchor tip, even installed in sandy deposits.
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© 2014 Japan Society of Civil Engineers
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