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• W2095234046 abstract "This article investigates the bi-directional stiffness of abutment-embankment systems in highway overpasses, considering the contribution of the abutment foundation in the force-transfer mechanism and soil material uncertainty. Stiffness is probabilistically assessed through refined, three-dimensional nonlinear static analyses, after validation with large-scale experimental results. The force-displacement relationships as well as the corresponding variance are derived separately for different abutment configurations along the transverse and longitudinal direction. Application of the above expressions for the case of a well-studied highway overpass leads to distinctly different probability of failure at the system level compared to the prediction made based on conventional code-prescribed procedures." @default.
• W2095234046 created "2016-06-24" @default.
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• W2095234046 date "2015-02-18" @default.
• W2095234046 modified "2023-09-27" @default.
• W2095234046 title "Probabilistic Assessment of Abutment-Embankment Stiffness and Implications in the Predicted Performance of Short Bridges" @default.
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• W2095234046 doi "https://doi.org/10.1080/13632469.2015.1009586" @default.
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