In a cantilever retaining wall without a heel slab

Related MCQs

• The design of heel slab of a retaining wall is based on the maximum bending moment due to:
• If is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is
• In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as
• The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is
• If A is the area of the foundation of a retaining wall carrying a load W and retaining earth of weight w per unit volume, the minimum depth (h) of the foundation from the free surface of the earth, is
• The thickness of base slab of a retaining wall generally provided, is
• If p1 and P2 are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is
• To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than
• Cantilever retaining walls can safely be used for a height not more than
• The maximum ratio of span to depth of a cantilever slab, is