Inclined Loading Capacity of Embedded Suction Anchors in Clay
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An analytical solution has been developed to estimate the inclined pullout capacity of an embedded suction anchor in clay seafloor. Validation has been made through comparisons with a limited number of centrifuge model test results. Results indicate that the inclined pullout capacity of an embedded suction anchor in clay decreases as the load inclination angle to the horizontal increases. As the point of the load application moves downward, the inclined pullout capacity increases, reaches its peak, and then starts to decrease.
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2010 ◽
Vol 133
(1)
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2017 ◽
Vol 12
(2)
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pp. 239-255
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2018 ◽
Vol 2018
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pp. 1-14
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2018 ◽
Vol 18
(11)
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pp. 04018144
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