Abstract: The solution of tasks of interaction of foundation and subsoil is more difficult the less accurate the input data. The modulus of deformability of the modeled area of subsoil varies smoothly with increasing depth. It was resolved by use of an inhomogeneous half-space. Two sets of FEM analyses were performed. Nonlinear elastic isotropic homogeneous half-space was applicated for the first set of FEM analyses. Linear elastic isotropic inhomogeneous half-space was applicated for the second set of FEM analyses. The parametric study shows comparison of resulting slab deformations obtained by analyses of homogeneous and inhomogeneous half-space.
DOI: *As the DOI is a unique identifier, it is already available in the pdf version. **The DOI link will be activated in the first midst of January 2026.
WSEAS Transactions on Applied and Theoretical Mechanics, ISSN / E-ISSN: 1991-8747 / 2224-3429, Volume 11, 2016, Art. #4
Jana Labudkova, Radim Cajka, "Parametric Study of Analyses of Linear Inhomogeneous and Nonlinear Half-Space in Foundation-Subsoil Interaction," WSEAS Transactions on Applied and Theoretical Mechanics, vol. 11, pp. 30-38, 2016, DOI:
Jana Labudkova, Radim Cajka. Parametric Study of Analyses of Linear Inhomogeneous and Nonlinear Half-Space in Foundation-Subsoil Interaction.
WSEAS Transactions on Applied and Theoretical Mechanics. 2016;11:30-38.