Using Rankine's carth pressures and neglecting the passive resistance, determine thesafety factor with respect to sliding and overturning for the gravity retaining wall shown inFigure 14.23. The unit weight of the concrete 24 kN/m². Take 8' as ½ p'.If the design requirement is that the cccentricity should be less than B/6, check whetherthis is satisfied.Find the soil pressures at the toe and the heel.0.5 mSandy= 18.0 kN/m³o' = 33°6.0 m2Pa2.0 m2.5 m

Given a gravity retaining wall of height 6 m Top width = 0.5 m and bottom width = 2.5 m Figure is as…

Using Rankine's carth pressures and neglecting the passive resistance, determine the safety factor with respect to sliding and overturning for the gravity retaining wall shown in Figure 14.23. The unit weight of the concrete 24 kN/m². Take d' as ½ 4'. If the design requirement is that the eccentricity should be less than B/6, check whether this is satisfied. Find the soil pressures at the toe and the heel. 0.5 m Sand y = 18.0 kN/m? d' = 33° 6.0 m Pa 2.0 m 2.5 m

Using Rankine's carth pressures and neglecting the passive resistance, determine the safety factor with respect to sliding and overturning for the gravity retaining wall shown in Figure 14.23. The unit weight of the concrete 24 kN/m². Take d' as ½ 4'. If the design requirement is that the eccentricity should be less than B/6, check whether this is satisfied. Find the soil pressures at the toe and the heel. 0.5 m Sand y = 18.0 kN/m? d' = 33° 6.0 m Pa 2.0 m 2.5 m

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 15.10P

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