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Closure to “<i>Retaining Walls with Sloped Base</i>” by Michael T. Elman and Charles F. Terry (September, 1987, Vol. 113, No. 9)
Publisher: American Society of Civil Engineers
Closure to “<i>Retaining Walls with Sloped Heel</i>” by Michael T. Elman and Charles F. Terry (October, 1988, Vol. 114, No. 10)
Publisher: American Society of Civil Engineers
Retaining Walls With Sloped Base
Publisher: American Society of Civil Engineers
Abstract: In cantilever retaining walls, sliding often requires widening of the base or development of the key under the base; widening brings additional expenses, while the key is fully efficient only in very firm soil. The alternate ...
Retaining Walls With Sloped Heel
Publisher: American Society of Civil Engineers
Abstract: VerticalHorizontal soil force on the heel of cantilever retaining wall is a very significant part of the total horizontal soil force considered in the calculation for sliding. Practically, the force on heel can be from ...
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