Analytical Solution to Unsaturated Infiltration
نویسندگان
چکیده
Abstract Rainfall infiltration in unsaturated soil slopes is a classic issue geotechnical engineering (Conte and Troncone Géotechnique 62:87–91, 2012; Morbidelli et al. J Hydrol 557:878–886, 2018). Factors influencing the slope stability due to rainwater comprise rainfall characteristics, saturated permeability coefficient, geometry of slope, boundary initial moisture conditions (Ali Comput Geotech 61:341–354, 2014; Wu Hydro-mechanical analysis rainfall-induced landslides. Springer, 2020).
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ژورنال
عنوان ژورنال: SpringerBriefs in applied sciences and technology
سال: 2023
ISSN: ['2191-530X', '2191-5318']
DOI: https://doi.org/10.1007/978-981-19-9737-2_2