Rok 2024

• Modelling tunnelling-induced deformation in stiff soils with a hyperelastic–plastic anisotropic model

  Publikacja

  • M. Cudny
  • K. Lisewska
  • M. Winkler
  • T. Marcher

  - Acta Geotechnica - Rok 2024

  In this paper, the tunnelling-induced deformation in anisotropic stiff soils is analysed using FE modelling. The influence of material description is investigated rather than an advanced simulation of the tunnelling method. A new hyperelastic– plastic model is proposed to describe the anisotropic mechanical behaviour of stiff highly overconsolidated soil. This model can reproduce the superposition of variable stress-induced anisotropy...

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Rok 2023

• Influence of soil anisotropic stiffness on the deformation induced by an open pit excavation.

  Publikacja

  • K. Lisewska
  • M. Cudny

  - Archives of Civil Engineering - Rok 2023

  In this paper, the problem of deformation induced by an open pit excavation in anisotropic stiff soils is analysed by FE modelling. The presented research is focused on the influence of material model with anisotropic stiffness on the accuracy of deformation predictions as compared with the field measurements. A new hyperelastic-plastic model is applied to simulate anisotropic mechanical behaviour of stiff soils. It is capable...

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