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• W2085885655 abstract "Theoretical modeling on the performance of offshore circular foundation installed on clay and subjected to combined horizontal-vertical load in the Niger Delta has been attempted. Analytical methods of Skempton, Brinch Hanson, and Vesic were used to evaluate concentric vertical loads on offshore piles. Horizontal forces, H were evaluated for varying wave heights on circular piles of 1.0 to 2.0 m diameters using available meteorological and oceanographic offshore records. The results revealed that sliding failure commenced when the ratio of vertical load to footing area and undrained shear strength, V / As u assumed negative values (i.e. at H > 0.082 As u ). The maximum mean vertical load is 6.107 As u , and to guide against the occurrence of bearing capacity failure by sliding, V > 0.75H for cases where the ratio of footing depth to breadth ratio is lesser than one, ( D / B < 1.0) and V > 0.70 H when footing depth to breadth ratio is greater than one ( D / B > 1.0)." @default.
• W2085885655 created "2016-06-24" @default.
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• W2085885655 date "2014-03-01" @default.
• W2085885655 modified "2023-09-27" @default.
• W2085885655 title "Theoretical modeling of horizontal-vertical loading of circular foundation in the offshore Niger Delta of Nigeria" @default.
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• W2085885655 doi "https://doi.org/10.1260/1708-5284.11.1.49" @default.
• W2085885655 hasPublicationYear "2014" @default.
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