Fig. 25From: Experimental and numerical analysis of rainfall-induced slope failure of railway embankment of semi high-speed trainsa FOS at CG4 with 12 cm gully for 60 mm rainfall. b FOS at CG4 with 15 cm gully for 70 mm rainfall. c FOS at CG4 with 19 cm gully for 80 mm rainfallBack to article page