Poured Concrete Gravity Retaining Wall Design Example

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. Types of retaining walls gravity wall depends entirely on its own weight to provide necessary stability usually constructed of plain concrete or stone masonry plain concrete gravity wall height 3 m in designing this wall must keep the thrust line within the middle third of the base width no tensile stress to be developed. Ce 437 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions.

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Ce 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions.

Poured concrete gravity retaining wall design example.

Two equations are developed in this. Two equations are developed. F c 3000 psi fy 60 ksi natural soil development of structural design equations. Restrained non yielding walls 20.

In this example the structural design of the three retaining wall components is performed by hand. Construction topics and caveats 24. Flexural and shear stresses are checked in the second design example and it is seen that the magnitudes are very low. The failures also clearly demonstrate the lack of knowledge or design that is required by a successful retaining wall design.

Flexural and shear stresses in gravity retaining walls will almost always be of minor importance. Swimming pool walls 18. Pilaster masonry walls 19. In this example the structural design of the three retaining wall components is performed by hand.

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. How retaining walls fail. Cantilever retaining wall reinforced concrete wall with small dimensions and it is the most economical type and the most common note. F c 3000 psi fy 60 ksi o development of structural design equations.

Soldier pile walls 22. By understanding how a wall works and how it can fail it is possible to engineer a retaining structure that will meet all foreseen environmental structural and construction demands. Semi gravity retaining wall reduce the dimensions of the gravity retaining wall by using some reinforcement. For example if you are pouring a retaining wall that will be 12 inches thick and will use wooden planks that are 1 1 2 inches thick for your forms you ll need to space the stakes about 15 inches apart 12 inches for the retaining wall plus two pieces of 1 1 2 inch thick wooden board.

Structural design of cantilever retaining wall is depend on separating each. Sheet pile walls 21. Segmental retaining walls 17. Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider.

Cantilevered tilt up walls 13. Wood retaining walls 14.

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