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- W3034014003 abstract "A series of three-dimensional finite element analyses was performed to evaluate the horizontal and vertical bearing capacities of bucket work plat forms in loose, medium, and dense sands. The study targeted bucket work platforms with diameters of 20 and 30 m and embedment ratios, d/D, of 0.3 to 1.0 (d = embedment depth, D = bucket diameter). The sandy soil was modeled following the Mohr–Coulomb failure criterion, and the Young's modulus value increased with the depth. The horizontal and vertical bearing capacities increased with the bucket displacement and embedment depth. At D = 20 and 30 m, the horizontal bearing capacity (H0) in dense sand was 1.6 times larger than H0 in medium dense sand. H0 in medium dense sand was approximately 1.8 times larger than H0 in loose sand. The H0 at D = 30 m was 3.4 times larger than that at D = 20 m for the loose to dense sands. The vertical bearing capacity, Vb, in dense sand was approximately 1.5 and 2 times larger than the Vb in medium dense and loose sands, respectively. When the bucket diameter increased from D = 20 to 30 m, the Vb was 3 times larger than that at D = 20 m. Finally, equations were proposed to evaluate the horizontal and vertical bearing capacities of bucket work platforms." @default.
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- W3034014003 date "2020-08-01" @default.
- W3034014003 modified "2023-10-14" @default.
- W3034014003 title "Evaluation of horizontal and vertical bearing capacities of offshore bucket work platforms in sand" @default.
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- W3034014003 doi "https://doi.org/10.1016/j.apor.2020.102198" @default.
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