Extracted text: A canal having side slopes 1:1 is proposed to be constructed in a cohesive soil to a depth of 10m below the ground surface. The soil properties are , = 15°, c, = 12 kPa, e = 1.0, G = 2.65. %3D %3D %3D %3D If Taylor's stability number S, is 0.08 and if the canal flows full, the factor of safety with respect to cohesion against failure of the canal bank slopes will be