Question: For a foundation on clay, if the undrained shear strength is 75 kPa, what is the ultimate bearing capacity using Terzaghi\'s equation?
Options:
Correct Answer: 225 kPa
Solution:
Using Terzaghi\'s equation for cohesive soils, q_u = c*N_c + q, where c = 75 kPa, N_c = 5, and assuming q = 0, q_u = 75 kPa * 5 = 375 kPa.