Reinforced Concrete Cantilever Retaining Wall Design Example

Two equations are developed in this. Reinforced concrete cantilever retaining wall analysis and design aci 318 14 reinforced concrete cantilever retaining walls consist of a relatively thin stem and a base slab. These design methods are discussed in detail in allowable stress design of concrete masonry tek 14 7a and strength design of concrete masonry tek 14 4a refs.

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Reinforced concrete cantilever retaining wall design example.

Ce 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions. Of reinforced concrete masonry cantilever retaining walls based on. N the design and construction rules set out in as 4678 2002 n an analysis method developed by the concrete masonry association of australia cmaa to fit australian experience. The base is divided into two parts the heel and toe.

Recommended stem designs for reinforced cantilever retaining walls with no surcharge are contained in tables 1 and 2 for allowable stress design and strength design respectively. The primary difference between them is their height. Although retaining wall was the subject of the last post their design was not covered. This post will focus on the design of reinforced concrete cantilever walls.

This guide describes the design and construction of gravity earth retaining. There are three different forms of this type of wall all of which are designed to resist overturning and sliding failure. In this example the structural design of the three retaining wall components is performed by hand. The stem may have constant thickness along the length or may be tapered based on economic and construction criteria.

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