For stability of retaining wall against retaining wall the factor of safety against overturning

Related MCQs

• 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
• 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
• In retaining wall to prevent the sliding of wall sometimes
• Let height of retaining wall is 5.1m, ϒ=unit weight of backfill is 18kN/m3 and ka = coefficient of active earth pressure is 0.32, then total pressure at height 5.1m below top of the wall is given by
• Let height of retaining wall is 5.1m, ϒ=unit weight of backfill is 18kN/m3 and ka = coefficient of active earth pressure is 0.32, then bending moment at height 5.1m below top of the wall is given by
• To stabilize a concrete cantilever retaining wall against sliding, the ratio of sliding force to resisting force should be
• To stabilize a concrete cantilever retaining wall against sliding, the ratio of resisting force to sliding force should be
• The pressure exerted by the retained material on the retaining wall is called
• A retaining wall which resist the earth pressure due to backfill by its dead weight is called