Cantilever Retaining Wall Reinforcement Details

Soil bearing and stability 8. M h1 7 m h 8 25 m. Details of wall mm cf 3 h 7 8.

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M c c 400 mm.

Cantilever retaining wall reinforcement details.

Photos of retaining walls 5. Walls in excess of this height have been economically constructed using prestressing techniques. Cantilever retaining wall with shear key. Assuming that the allowable bearing pressure of the soil is 120 knm 2 the.

Reinforced concrete cantilever types of retaining wall are recommended for heights up to 7 m. Recommended stem designs for reinforced cantilever retaining walls with no surcharge are contained in tables 1 and 2 for allowable stress design and strength design respectively. Retaining wall reinforced concrete cantilever sd 7 01. The stem may have constant thickness along the length or may be tapered based on economic and construction criteria.

The base is divided into two parts the heel and toe. Reinforcement of cantilever retaining wall advantages and details about cantilever wall reinforced cantilever walls have an economic height range of 1 200 to 6 000 m. Building codes and retaining walls 5. This type of walls has vertical stem monolithic with the base.

Cantilever retaining wall with shear keywith shear key batter drainage hole toe 2. Also check for shear at the junction. Reinforcement is provided on earth face along the length of the toe slab. Designing the cantilever wall stem 9.

Forces on retaining walls 6. These design methods are discussed in detail in allowable stress design of concrete masonry tek 14 7a and strength design of concrete masonry tek 14 4a refs. Counterfort retaining walls 12. Provide enough development length.

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. Retaining wall masonry cantilever. Wood retaining walls 14. 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.

Provide the distribution steel. Gabion walls 16. Retaining walls 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. Earthquake seismic design 7.

Cantilevered tilt up walls 13. A slender section can be used in this retaining wall the tensile stresses within the stem and the base is resisted by steel reinforcement. Bid item number description sd drawing method of measurement. Pier and pile foundations 11.

Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider.

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