Uncertainty Quantification of Failure of Shallow Foundation on Clayey Soils with a Modified Cam-Clay Yield Criterion and Stochastic FEM

Uncertainty Quantification of Failure of Shallow Foundation on Clayey Soils with a Modified Cam-Clay Yield Criterion and Stochastic FEM

In this article, a quantitative numerical study of the random distribution of the soil material parameters to the probability density functions of the failure load and failure displacements of a shallow foundation is presented. A modified Cam-Clay yield function is used for this scope into a stochas...

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Bibliographic Details
Main Authors: Ambrosios-Antonios Savvides, Manolis Papadrakakis
Format: Article
Language:English
Published: MDPI AG 2022-04-01
Series:Geotechnics
Subjects:
eccentric loading
stochastic finite element method
shallow foundation
footing settlement
failure spline
Online Access:https://www.mdpi.com/2673-7094/2/2/16

Internet

https://www.mdpi.com/2673-7094/2/2/16

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