Stability analysis by Swedish method of slices gave following values p – McqOptions

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1.	Stability analysis by Swedish method of slices gave following values per meter run of 10 m high embankment (i) total shearing force = 480 kN (ii) total normal force = 1950 kN (iii) Radius of failure arc = 15 m (iv) length of arce = 22 m. If C = 24 kN/m2, ϕ = 6°, then the factor of safety with respect to shear strength is
A.	1.53
B.	1.67
C.	1.47
D.	1.75
Answer» B. 1.67

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