Rubble Retaining Wall Design Example

F c 3000 psi fy 60 ksi o development of structural design equations.

Rubble retaining wall design example.

Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider. Flexural and shear stresses are checked in the second design example and it is seen that the magnitudes are very low. Two equations are developed in this. Excel sheet to automatically calculate the optimum sections.

However retaining wallscanalsobeconstructed for aesthetic landscaping purposes. Ce 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions. Flexural and shear stresses in gravity retaining walls will almost always be of minor importance. Soil mechanics simplified 4.

In this example the structural design of the three retaining wall components is performed by hand. Design procedure overview 3. Design and detailing of retaining walls. 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.

3 gravity retaining wall gl1 gl2 retaining walls are usually built to hold back soil mass. Building codes and retaining walls 5. Soil bearing and stability 8. Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance.

Forces on retaining walls 6. 6 foot 1 8 m high gravity retaining wall equivalent fluid pressure of soil 40 pcf 7 1 kn m soil weight 100 pcf 15 7 kn.