Gravity Retaining Wall Design Example

Every retaining wall supports a wedge of soil.

Gravity retaining wall design example.

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. Construction topics and caveats 24. Restrained non yielding walls 20. 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.

Sheet pile walls 21. Gravity retaining wall design can be greatly simplified t h r ough the use of a series of sample designs deve l o p e d recently by the po r tland cement association pca. Pre sented in tabular form the designs are for wall heights. Retaining walls such as mse walls with precast concrete panel facing that are susceptible to damage from vehicular impact shall be protected by a roadway barrier.

The base and other dimensions should be such that the resultant falls within the middle one third of the base. Segmental retaining walls 17. Setback sliding wedge. Soldier pile walls 22.

8 3 2 1 gravity retaining walls gravity wall dimensions may be taken as shown in fig 8 3 a. For a detailed discussion of design and analysis parameters the design manual for segmental retaining walls ref. Cantilevered tilt up walls 13. Ce 437 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions.

A retaining wall that relies solely on it s own weight to stand up is called a gravity wall allan block combines the basic engineering principles of setback leverage and total unit mass with simple mechanics to make highly stable gravity walls. Gravity retaining walls are earth retaining structures that depend primarily on their own self weight and that of any enclosed material to support the retained ground and any structures or loads placed upon it. Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider. Pilaster masonry walls 19.

Flexural and shear stresses are checked in the second design example and it is seen that the magnitudes are very low. Walls formed from interlocking concrete blocks are designed as gravity walls defined in bs 8002 2015 as follows. Wood retaining walls 14. 14 1 1 wall development process.

In this example the structural design of the three retaining wall components is performed by hand. Weight of the concrete in a gravity wall pro vides stability against overturning. Swimming pool walls 18. Flexural and shear stresses in gravity retaining walls will almost always be of minor importance.

F c 3000 psi fy 60 ksi natural soil development of structural design equations. T i l e v er walls. Although wall heights up to 8 ft 2 44 m for conventional gravity walls and 14 ft 4 28 m for soil reinforced walls are presented properly engineered walls can exceed these heights. 1 should be consulted.

Two equations are developed. The wedge is defined as the soil which extends beyond the failure.