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Pullout capacity of embedded suction anchors in sand

โœ Scribed by K.D. Jones; S. Bang; Y. Cho


Publisher
Elsevier Science
Year
2007
Tongue
English
Weight
374 KB
Volume
34
Category
Article
ISSN
0029-8018

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โœฆ Synopsis


An analytical solution has been developed to estimate the horizontal, vertical, and inclined loading pullout capacities of embedded suction anchors in sand. Validation of the analytical solution on pullout capacities has been made through comparisons with the centrifuge model test results. Primary variables for the centrifuge model tests are the depth to the loading point, the load inclination angle, and the addition of flanges. The results indicate that both the horizontal and vertical pullout capacities of the embedded suction anchor in sand increase, reach the peak and then start to decrease as the loading point moves downward. The inclined loading pullout capacity is very much dependent on the load inclination angle and the loading point. The effect of flanges on the pullout capacities is also found to be significant.


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