Problem 11 and 12 11. A natural slope is to be evaluated for permanent displacement under…

Problem 11 and 12
11. A natural slope is to be evaluated for permanent displacement under a design earthquake. The slope is 33 m tall and comprises mainly sandy soil. The slope angle is 38, Its unit weight is 18.2 kN/m3, and its fric- tion angle is 40°. The peak ground acceleration is 0.5 g, and the peak ground velocity is 0.5 m/sec. Evaluate the permanent displacement of the slope using the Newmark sliding block method. 12. The problem statement is the same as in Problem 11. The average shear wave velocity in the soil slope was measured to be 90 m/sec The earthquake magnitude in Richter scale is 7.5. Evaluate the earthquake-induced permanent displacement of the slope using the Makdisi-Seed method.

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