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- W4281734990 abstract "Abstract The design of supported embankments on soft soil is a common challenge for civil engineers. This article aims to evaluate the performance of three advanced constitutive models for predicting the behavior of soft soils, i.e., hardening soil, hardening soil model with small-strain stiffness, and soft soil creep. A case study of a rigid inclusion-supported embankment is used for this purpose. Plaxis 3D program was adopted to predict the settlements in subsoil layers and vertical stresses in the load transfer platform. Comparison between field measurements and result of Plaxis 3D modeling was performed. Results demonstrate that soft soil creep model yields predictions in a good agreement with the field measurements, while hardening soil small strain model gives slightly worst predictions." @default.
- W4281734990 created "2022-06-13" @default.
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- W4281734990 date "2022-05-26" @default.
- W4281734990 modified "2023-10-05" @default.
- W4281734990 title "The finite element modeling of rigid inclusion-supported embankment" @default.
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- W4281734990 doi "https://doi.org/10.1556/606.2021.00504" @default.
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