Concrete Cantilever Retaining Wall Design Example

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Software such as mathcad or excel will be useful for design iterations.

Concrete cantilever retaining wall design example.

The coefficient of friction between the footing and foundation soil k 1 is 0 25 and the allowable soil bearing pressure. 30 unit weight of soil ɣ s. X σ m v σ m h σ v 128 95 52 33 19 86 ft. Design stem tstem asstem.

Ce 537 spring 2011 retaining wall design example 3 8 3. Design the reinforced concrete masonry cantilever retaining wall shown in figure 2. Cantilever retaining walls can be precast in a factory or formed on site and considered economical up to about 25 ft in height. The following design assumptions were made.

E actual e max extreme iia. C 0 φ 30 degrees. Ce 437 537 spring 2011 retaining wall design example 3 8 3. X σ m v σ m h σ v 101 50 49 38 17 12 ft.

Ft ft ft lb sur a sur ft ft lb fill o o a ft fill a p k q h psf p pcf k p k h h out of page 1 0 31 400 16 67 1 2070 0 31 100 16 67 1 4310 2 1 0 31 1. Unit weight of concrete ɣ c. Conditions and wall geometry n a design example which demonstrates the use of the australian standard and analysis method n analysis of cohesive soils. Soil bearing capacity q all.

1 2 example wall. 2 31 3 behaviour of reinforced concrete masonry cantilever retaining walls 1 4 importance of a geotechnical report 1 5 safety and protection of existing structures. Unit weight of water ɣ w. Example 11 cast in place concrete cantilever retaining wall 6 2020 eccentricity overturning check maximum eccentricity limit.

Coefficient of soil friction ф. Port hills loess strength parameters. This design example focuses on the analysis and design of a tapered cantilever retaining wall including a comparison with model results from the engineering software programs spwall and spmats. Consider the cantilever retaining wall with the cross section shown in the above figure a 1 which retains a 2m depth of soil having the groundwater table at 1 0m level.

The stem is a vertical cantilever beam acted on by the horizontal earth pressure. The following design example briefly illustrates some of the basic steps used in the allowable stress design of a reinforced concrete masonry cantilever retaining wall. Assume level backfill no surcharge or seismic loading active earth pressure and masonry laid in running bond. Figure a 1 retaining wall cross section.

Design stem t stem as stem. The example calculations are made here using mathcad. Aashto 10 6 3 3 strength ia. The example wall is shown in figure x 2.

E 10 0 2 3 86 ft. Example 3 16 design of a cantilever retaining wall bs 8 110 the cantilever retaining wall shown below is backþlled with granular material having a unit weight of 19 knm 3 and an internal angle of friction of 30. The wall is assumed to be located in the christchurch port hills. The stem is a vertical cantilever beam acted on by the horizontal earth pressure.

E max b 3 ft.

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