4. Aline load of 2.5 MN/m is applied vertically at the ground surface. tical and horizontal stres...
4. Aline load of 2.5 MN/m is applied vertically at the ground surface. tical and horizontal stresses at points A and B, assuming Poisson ratio v-0.30? HINT: use Craig equations 8.46,8.47 What are the increments of ver- 15 m line load 2.5 MN/m 500 kPa 10 m 10 m 300 kPa Question 3-plan view Question 4- elevation view Partial Answers: 1: uncorrected Co. 107 kPa 2(a): Δσ.-170 kPa : Ao-76 kPa 4 at A: o, 318 kPa (b): Go,-191 kPa atBAo, 79.6 kPa
4. Aline load of 2.5 MN/m is applied vertically at the ground surface. tical and horizontal stresses at points A and B, assuming Poisson ratio v-0.30? HINT: use Craig equations 8.46,8.47 What are the increments of ver- 15 m line load 2.5 MN/m 500 kPa 10 m 10 m 300 kPa Question 3-plan view Question 4- elevation view Partial Answers: 1: uncorrected Co. 107 kPa 2(a): Δσ.-170 kPa : Ao-76 kPa 4 at A: o, 318 kPa (b): Go,-191 kPa atBAo, 79.6 kPa