The cross section of a cantilever retaining wall is given below. Based on the given soil properties andwall geometry: (x = 23.5 kN/m³).Wall dimensions: H = 5 m, X₁ = 0.3 m, X₂=0.80 m, X3 = 1.25 m, X4 = 2 m, X5 = 0.55 m, D = 1 mSoil properties: y = 17 kN/m³, Ø₁ = 29°, 72= 18 kN/m³, 0₂ = 22°, c₂ = 30 kN/m²wwwXs|—×3 →|·1. Calculate the factor of safety with respect to:A. Overturning about the toe? Use a table to calculate the materials and moments.B. Sliding about the base of the footing? Use kl=k2=HFUS

Total Pa = 91.64+4.095 = 95.735 Kn/m2

Answered: Overturning about the toe? Use a table…

Overturning about the toe? Use a table to calculate the materials and moments. Sliding about the base of the footing? Use kl=k2==

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls

Section: Chapter Questions

Problem 15.5P

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