New paper: “Numerical Modelling of Expansive Geomaterials: Finite Element Formulation and Constitutive Models” Computers and Geotechnics
2024/09/30

Together with Antonia Nitsch, Torsten Wichtmann, and Carlos Grandas Tavera, we delve into the challenging behavior of expansive soils, which can swell when in contact with water, leading to significant changes in volume or the development of swelling pressure. We propose a novel finite element framework based on the Theory of Porous Media (TPM), introducing a hydro-mechanically coupled hypoplastic constitutive model. All implemented in the finite element code . numgeo
Some key highlights:
- A three-dimensional hydro-mechanically coupled hypoplastic constitutive model for expansive soils, predicting both swelling strain or swelling stress depending on boundary conditions.
- A mass transfer mechanism handling the transition from free water to swelling water, directly affecting hydraulic conductivity.
- Demonstrated accuracy through laboratory test simulations.