Cantilever Retaining Wall Reinforcement Details

Provide enough development length.

Cantilever retaining wall reinforcement details.

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. 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. Provide the distribution steel. The stem may have constant thickness along the length or may be tapered based on economic and construction criteria.

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. The base is divided into two parts the heel and toe. Assuming that the allowable bearing pressure of the soil is 120 knm 2 the. Designing the cantilever wall stem 9.

Wood retaining walls 14. Soil bearing and stability 8. M c c 400 mm. Retaining wall reinforced concrete cantilever sd 7 01.

Details of wall mm cf 3 h 7 8. Cantilevered tilt up walls 13. 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 masonry cantilever.

M h1 7 m h 8 25 m. Forces on retaining walls 6. Cantilever retaining wall with shear keywith shear key batter drainage hole toe 2. 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.

Cantilever retaining wall with shear key. Gabion walls 16. Bid item number description sd drawing method of measurement. Also check for shear at the junction.

Photos of retaining walls 5. 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. Counterfort retaining walls 12. Pier and pile foundations 11.

Building codes and retaining walls 5. This type of walls has vertical stem monolithic with the base. Walls in excess of this height have been economically constructed using prestressing techniques. Reinforcement is provided on earth face along the length of the toe slab.

Earthquake seismic design 7.