The shear strength of cohesive soils is equal to -
(a) C = q / 2
(b) C = q
(c) C = q tan (q)
(d) C = 0.5 q tan (phi).
where q = unconfined compressive strength and phi = angle of internal friction.
The correct Answer Is
(a) C = q / 2
(a) C = q / 2
(b) C = q
(c) C = q tan (q)
(d) C = 0.5 q tan (phi).
where q = unconfined compressive strength and phi = angle of internal friction.
The correct Answer Is
(a) C = q / 2
