Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance.
Concrete retaining wall design example.
As chairman of the task group i would like to thank the authors peer reviewers and members.
19 example 2 5 concrete retaining wall.
Two equations are developed.
Sketches of the retaining wall forces should be considered to properly distinguish the different forces acting on our retaining wall as tackled in the previous article retaining wall.
F c 3000 psi fy 60 ksi o development of structural design equations.
Soil mechanics simplified 4.
Building codes and retaining walls 5.
The base is divided into two parts the heel and toe.
Assuming that the allowable bearing pressure of the soil is 120 knm 2 the.
Earthquake seismic design 7.
In this example the structural design of the three retaining wall components is performed by hand.
Example 2 4 uls combinations of actions on a reinforced concrete retaining wall ec2.
The stem may have constant thickness along the length or may be tapered based on economic and construction criteria.
Cantilever concrete retaining walls are commonly used for residential purposes often as integral basement walls.
In promoting excellence in concrete design throughout europe.
This session is not intended to teach concrete design but more of an awareness of why things are the way they are american concrete institute building code requirements for.
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.
Reinforced concrete wall design basics mike o shea p e.
Ce 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions.
Soil bearing and stability 8.
Two equations are developed in this.
Another popular choice for a retaining wall material is poured concrete.
Forces on retaining walls 6.
A poured concrete wall can take nearly any shape and with the right reinforcement they resist a lot of pressure.
Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider.
In this example the structural design of the three retaining wall components is performed by hand.
Global stability and ground resistance verifications.
Once you pour it you can paint it to match your style or you can stamp designs into the side of the wall.
F c 3000 psi fy 60 ksi natural soil development of structural design equations.
Design procedure overview 3.