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• W2022754417 endingPage "49" @default.
• W2022754417 startingPage "40" @default.
• W2022754417 abstract "Making use of the homogenization method for periodic media, developed in the context of elastoplasticity, a simplified constitutive law is proposed for a stone column-reinforced soil, regarded as a homogeneous but anisotropic medium. The closed-form expressions derived for such a constitutive law allow for its implementation into a f.e.m-based numerical procedure. The computational code so obtained is then applied to simulating the response of a foundation soil reinforced by a group of floating columns, expressed in terms of load–settlement curves drawn up to the ultimate bearing capacity." @default.
• W2022754417 created "2016-06-24" @default.
• W2022754417 creator A5002995496 @default.
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• W2022754417 date "2010-01-01" @default.
• W2022754417 modified "2023-09-26" @default.
• W2022754417 title "Finite element implementation of a homogenized constitutive law for stone column-reinforced foundation soils, with application to the design of structures" @default.
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• W2022754417 doi "https://doi.org/10.1016/j.compgeo.2009.07.002" @default.
• W2022754417 hasPublicationYear "2010" @default.
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