Fig. 22From: Experimental and numerical analysis of rainfall-induced slope failure of railway embankment of semi high-speed trainsa FOS at RG1 with 2 cm gully for 68 mm rainfall. b FOS at RG1 with 4 cm gully for 60 mm rainfall. c FOS at RG1 with 5.5 cm gully for 80 mm rainfallBack to article page