Answer Happy

For the given failure surface , determine the factor of safety
fort the slop stability. The unit weight for both layers is 19
kN/m3. For soil 1 the relevant shear strenght parameters are cu=20
kPa and Angle Of Friction=0; for soil 2, cu=35 kPa and Angle Of
Friction=0.
1.50 m t 4.00 m 3.00 m r = 9.00 m 2.00 m, 1.90 m 45° Soil (1) Area 41.7 m² W Soil (2) 45° TRA Q1. For the given failure surface, determine the factor of safety fort the slop stability. The unit weight for both layers is 19 kN/m3. For soil 1 the relevant shear strenght parameters are cu-20 kPa and bu=0; for soil 2, cu-35 kPa and Ou=0.