Abstract
AbstractRainfall infiltration in unsaturated soil slopes is a classic issue in geotechnical engineering (Conte and Troncone in Géotechnique 62:87–91, 2012; Morbidelli et al. in J Hydrol 557:878–886, 2018). Factors influencing the soil slope stability due to rainwater infiltration comprise the rainfall characteristics, the saturated permeability coefficient, the geometry of the slope, and the boundary and initial soil moisture conditions (Ali et al. in Comput Geotech 61:341–354, 2014; Wu et al. in Hydro-mechanical analysis of rainfall-induced landslides. Springer, 2020).
Publisher
Springer Nature Singapore