a) Compute the vertical stress increment due to this uniform load at a depth of 5 m. below the center of the circular area. b) Compute the total vertical pressure at the. came location.

Calculate the effective vertical stress at point A  in the soil profile shown below  (g=10m/s2) a. 105.9kPA b. 93.7kPA c. 106.1kPA a. 159.1kPA

Q35 Please provide justified answer asap to get a upvote

A vertical load of 300 kN is applied to a 1.5 m * 1.5 m area at the ground surface that is level.a. Compute the induced vertical stress, ∆sz, at a point 2.0 m below the corner of this squareloaded area.b. Compute the induced vertical stress, ∆sz, at a point 2.0 m below the center of this squareloaded area.

H.Q 5 Figure below shows an embankment load on a silty clay soil layer. Determine the stress increase at points A, B, and C that are located at a depth of 5 m below the ground surface. + 6m Center line IV:2H IV:2H 10m y =17 KN/m II

Please solve from the given soil profile

Refer to Problem 6.1. Using Eqs. (6.3) and (6.29), estimate the average stress increase (Δσav) below the center of the loaded area between depths of 3 m and 6 m. 6.1 A flexible circular area is subjected to a uniformly distributed load of 150kN/m2 (Figure 6.2). The diameter of the load area is 2 m. Determine the stress increase in a soil mass at points located 3 m below the loaded area at r = 0. 0.4 m, 0.8 m, and 1 m. Use Boussinesq’s solution. Figure 6.2 Increase in pressure under a uniformly loaded flexible circular area

Repeat Problem 10.12 for q = 700 kN/m2, B = 8 m, and z = 4 m. In this case, point A is located below the centerline under the strip load. 10.12 Refer to Figure 10.43. A strip load of q = 1450 lb/ft2 is applied over a width with B = 48 ft. Determine the increase in vertical stress at point A located z = 21 ft below the surface. Given x = 28.8 ft. Figure 10.43

4. A 10 m thick layer of shift, saturated clay is underlain by a layer of sand. The sand is under artesian pressure. (see picture below) Calculate the max depth of cut H, that can be made in the clay. (Answer: 6.9 m) Calculate the effective stress of A. (Answer: 58.9 kPa) Calculate the effective stress of B. (Answer: 19.225 kPa)

For the soil profile shown in Figure 3. Find the value of the vertical stress change at point A. when the water level increases from level b-b to level c-c. fig. (3) REY Sand 84:18-14 KN/² _W_C% = 11.0% XK 3-0m *c sat=21-35 16/17 sand b. clay 18544-20-35-3.0m A Rock 3.0m b