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contributor authorL. Zhao; C. Gaudin; C. D. O’Loughlin; J. P. Hambleton; M. J. Cassidy; M. Herduin
date accessioned2019-03-10T12:09:05Z
date available2019-03-10T12:09:05Z
date issued2019
identifier other%28ASCE%29GT.1943-5606.0001996.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254986
description abstractSuction caissons have recently been considered as potential anchoring solutions for floating renewable devices (wind turbines and wave energy converters) in shallow waters, where—unlike for floating oil and gas applications in deep water—sandy seabeds are to be expected. This paper presents a simple framework to calculate the maximum drained capacity of a caisson under inclined loading in sand and the associated position of the padeye, as a function of the load inclination. The framework assumes critical-state conditions and is based on the establishment of yield envelopes in the horizontal and vertical loading space at the location of the padeye. The yield envelopes were established through numerical modeling and validated by centrifuge tests; they are described by a closed-form solution that enables the prediction of caisson capacity.
publisherAmerican Society of Civil Engineers
titleDrained Capacity of a Suction Caisson in Sand under Inclined Loading
typeJournal Paper
journal volume145
journal issue2
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001996
page04018107
treeJournal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 002
contenttypeFulltext


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