To stabilize a concrete cantilever retaining wall against sliding, the ratio of resisting force to sliding force should be

Related MCQs

• To stabilize a concrete cantilever retaining wall against sliding, the ratio of sliding force to resisting force should be
• For stability of retaining wall against retaining wall the factor of safety against overturning
• The heel slab of cantilever retaining wall is subjected to 1. Varying earth pressure developing tensile stresses on earth side 2. Downward force due to weight of earth above the heel slab 3. Downward force of self-weight of slab 4. Upward soil pressure
• The toe slab of cantilever retaining wall is subjected to 1) Varying large Upward soil pressure 2) Downward force due to weight of earth above the heel slab 3) Downward force of self-weight of slab
• In retaining wall to prevent the sliding of wall sometimes
• Let H= height of retaining wall, ϒ=unit weight of backfill and ka = coefficient of active earth pressure, kp = coefficient of passive earth pressure, then the intensity of active earth pressure per unit area of wall at any depth ‘h’ below top of the wall is given by
• Cantilever RC retaining wall proves to be economical for height
• The vertical stem of cantilever retaining wall is subjected to
• Let H= height of retaining wall, ϒ=unit weight of backfill and ka = coefficient of active earth pressure, kp = coefficient of passive earth pressure, then total pressure at any height ‘h’ below top of the wall is given by
• Let H= height of retaining wall, ϒ=unit weight of backfill and ka = coefficient of active earth pressure, kp = coefficient of passive earth pressure, then bending moment at any height ‘h’ below top of the wall is given by