Strength reduction method in the stability assessment of vegetated slopes

The collection contains the file with data needed to reproduce Figure 3 in the paper, which presents the relationship between the factor of safety and rainfall duration for the bare and vegetated slope.Furthermore, two example input files are included, which enable passing the model information to the software used in calculations, i.e. Abaqus. One of them concerns the bare slope, whereas the other, vegetated slopes. These files contain information regarding slope geometry, finite element discretization, initial and boundary conditions, etc..