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• W2901443386 abstract "In this paper, the bearing capacity and the failure mechanism of obliquely loaded footings on sand overlying clay are determined by using discontinuity layout optimization (DLO) procedure. The solution is illustrated as a set of design charts with the use of dimensionless parameters. Parametric studies are performed to show that soil properties, geometric parameters, and load inclinations are all related to the bearing capacity and failure pattern. A simplified model is developed based on artificial data generated through DLO. Validations are carried out to demonstrate the accuracy of the developed model." @default.
• W2901443386 created "2018-11-29" @default.
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• W2901443386 date "2019-02-01" @default.
• W2901443386 modified "2023-10-18" @default.
• W2901443386 title "Ultimate bearing capacity of strip footings on sand overlying clay under inclined loading" @default.
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• W2901443386 doi "https://doi.org/10.1016/j.compgeo.2018.11.003" @default.
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