A long natural slope of cohesion-less soil is inclined at 12° to the horizontal. What will be the factor of safety of the slope if φ = 30°?
(a) 1.6
(b) 2.7
(c) 0.13
(d) 0.4
This question was posed to me in exam.
My doubt is from Stability Analysis of Infinite Slopes topic in chapter Stability of Slopes of Geotechnical Engineering II