8.4 Agravity retaining wall is shown in Figure P8.3. Calculate the factor of safety with respect to overturning and sliding, given the following data: Wall dimensions: H=6m, x, = 0.6 m, x2 = 2 m, x3 = 2 m, x4 = 0.5 m, X5 0.75 m, xg = 0.8 m, D = 1.5 m Soil properties: Yı = 16.5 kN/m², di = 32°, y2 = 18 kN/m², &¿ = 22°, c¿ = %3!

8.4 Agravity retaining wall is shown in Figure P8.3. Calculate the factor of safety with respect to overturning and sliding, given the following data: Wall dimensions: H=6m, x, = 0.6 m, x2 = 2 m, x3 = 2 m, x4 = 0.5 m, X5 0.75 m, xg = 0.8 m, D = 1.5 m Soil properties: Yı = 16.5 kN/m², di = 32°, y2 = 18 kN/m², &¿ = 22°, c¿ = %3!

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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