Gabion retaining wall stability – a case study

Grodecki, Michał

doi:10.37705/TechTrans/e2025016

Abstract

The paper presents results of numerical analysis of the gabion retaining wall stability. A real, complicated object is analysed. Gabions are modelled using a homogenized Mohr-Coulomb model for mesh and filling. Interface elements are used to allow discontinuous deformation field between adjacent gabions and between gabions and subsoil. A parametric study of the influence of the mesh and joints between gabions strength on the stability of the structure is performed. Different modelling approaches are compared. Numerical simulations were performed using ZSoil v25 Finite Element Method (FEM) system. Efficiency of the proposed approach is shown.

References

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Gabion retaining wall stability – a case study

Abstract

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