Ensemble Kalman Inversion method for an inverse problem in soil-structure interaction

@article{Scandurra2022EnsembleKI,
  title={Ensemble Kalman Inversion method for an inverse problem in soil-structure interaction},
  author={Leonardo Scandurra},
  journal={ArXiv},
  year={2022},
  volume={abs/2205.07560}
}
The interaction between the foundation structures and the soil has been developed for many engineering applications. For the determination of the stress in foundation structure it is needed to determine the influence of the stiffness of soil with respect to the displacement w of the deformable plate (direct problem), and viceversa, how the stiffness of the foundation structure affects the resulting subsidence (inverse problem). In this paper, we deal with the Winkler mathematical model and propose… 

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