Reinforced Concrete Retaining Wall Design

Numerous textbooks and technical papers on soil mechanics foundation engineering concrete design masonry design and in all sorts of related topics. F c 3000 psi fy 60 ksi natural soil development of structural design equations. Ce 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions.

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There are three different forms of this type of wall all of which are designed to resist overturning and sliding failure.

Reinforced concrete retaining wall design.

Reinforced concrete and reinforced masonry walls on spread foundations are gravity structures in which the stability against overturning is provided by the weight of the wall and reinforcement bars in the wall. Continuous beam analysis and design to ec2 by reinforced concrete council. In this example the structural design of the three retaining wall components is performed by hand. Column chart generation to bs 8110 by reinforced concrete council.

This post will focus on the design of reinforced concrete cantilever walls. Reinforced concrete retaining wall design to bs 8110 by the concrete center. The stem may have constant thickness along the length or may be tapered based on economic and construction criteria. The primary difference between them is their height.

Subframe analysis to ec2 by reinforced concrete council. Calculate ground bearing pressures. The following are the main types of wall. Two equations are developed.

Although retaining wall was the subject of the last post their design was not covered. Design the wall and base reinforcement assuming fcu 35 knm 2 f y 500 knm 2 and the cover to reinforcement in the wall and base are respectively 35. Strength reduced from 136 7 to 114 9 in kips. Two equations are developed in this.

Ce 437 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions. 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. F c 3000 psi fy 60 ksi o development of structural design equations. Despite the many references a single volume on retaining wall design for the professional practitioner and civil engineering student could not be found.

Two way slab design to bs 8110 by reinforced concrete council. 2 5 clear to strength steel 5 12 rather than the designed 5 10 bending strength of the section has been reduced by about 16. The base is divided into two parts the heel and toe. Determine the factors of safety against sliding and overturning.

Strength of reinforced concrete sections amount of rebar a s the project calls for 5 10 and 5 12 are used. In this example the structural design of the three retaining wall components is performed by hand. Coefþcient of friction is 0 4 and the unit weight of reinforced concrete is 24 knm 3 1.

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