Reinforced Concrete Retaining Wall Detail

The stem may have constant thickness along the length or may be tapered based on economic and construction criteria. Forces on retaining walls 6. The heel is the part of the base under the backfill.

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Reinforced concrete cantilever retaining walls consist of a relatively thin stem and a base slab.

Reinforced concrete retaining wall detail.

The base is divided into two parts the heel and toe. Pier and pile foundations 11. Gabion walls 16. 2 5 clear to strength steel 5 12 rather than the designed 5 10 bending strength of the section has been reduced by about 16.

Earthquake seismic design 7. Designing the cantilever wall stem 9. 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.

Strength reduced from 136 7 to 114 9 in kips. Soil bearing and stability 8. The use of wsdot standard plan reinforced concrete retaining walls and traffic barrier details for reinforced concrete retaining wallsshall be limited as follows. Typical backfill and drainage detail.

Heavy equipment shall maintain a distance away from the wall equal to the wall s height. Wall types 1 2 7 and 8 may be used if no traffic barrier is attached on top of the wall. Reinforced concrete cantilever types of retaining wall are recommended for heights up to 7 m. Care shall be taken to avoid exerting large impact forces on the wall.

Building codes and retaining walls 5. Counterfort retaining walls 12. This type of walls has vertical stem monolithic with the base. Strength of reinforced concrete sections amount of rebar a s the project calls for 5 10 and 5 12 are used.

Wood retaining walls 14. Backfilling against reinforced masonry retaining walls shall not be permitted until at least 7 days after placing concrete or grout in cores.

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