-5 15 20 25 6) For the cantilever retaining wall shown in the figure below: N CE 312-SOIL MECHANICS SS2022 Homework 7 a)

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5 15 20 25 6 For The Cantilever Retaining Wall Shown In The Figure Below N Ce 312 Soil Mechanics Ss2022 Homework 7 A 1 (35.99 KiB) Viewed 22 times

-5 15 20 25 6) For the cantilever retaining wall shown in the figure below: N CE 312-SOIL MECHANICS SS2022 Homework 7 a) Plot the vertical effective stress, horizontal (lateral) stress and pore water pressure with depth, in both left and right sides. Use Rankine's theory. b) Calculate the magnitude and location (with respect to the bottom of the wall) of active force acting on the back of this wall. Note: Assume the soil layers on the right side of (i.e., behind the retaining structures shown in the figures are in active and left side is in passive condition. 1 Soil: Sand Unit Weight: 16.0 Nim = 0.0 KP: Friction angle 35.0 (w) 2 z (m) Soil: Clay Unit Weight: 19.0 km 5 = 0.0 kPa Friction angle = 35.0 Soil: Clay Unit Weight: 19.0 kN/m c'= 0.0 kPa Friction angle: 35.0° 6 7 -1 1 2 3