-
If the effective stress strength parameters of a soil are c’ = 10kPa and Φ’ = 30°, the shear strength on a plane within the saturated soil mass at a point where the total normal stress is 300kPa and pore water pressure is 150 kPa will be
-
- 90.5 kPa
- 96.6 kPa
- 101.5 kPa
- 105.5 kPa
Correct Option: B
S = C' + σ' tan Φ
= C' + (σ – μ) tan Φ
= 10 + (300 – 150) tan 30°
= 96.6 kN/m2