(Answered): Q25. Consider the overturning (moment of forces about the toe) and the sliding of the of the cantil ...

Q25. Consider the overturning (moment of forces about the toe) and the sliding of the of the cantilever retaining wall shown in the figure below. The factors of safety with respect to overturning and sliding along the base are approximately (Take the unit weight of concrete-24 kN/m and ignore the passive resistance in front of the wall): 0.3 m 26.52- 48. Sand +-36-Y-18kN/m 1.5 m 0.8 m 0.8 m 0.3m 2 m Sandy Clay, c-30 kN/m2,-15-Y-20 kN/m3 K-tan' (45-4, 2) W.x 3 65*24-46.8 W83. 24552