Reinforced Concrete Retaining Wall Detail

The heel is the part of the base under the backfill. Care shall be taken to avoid exerting large impact forces on the wall. Wood retaining walls 14.

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The use of wsdot standard plan reinforced concrete retaining walls and traffic barrier details for reinforced concrete retaining wallsshall be limited as follows.

Reinforced concrete retaining wall detail.

Wall types 1 2 7 and 8 may be used if no traffic barrier is attached on top of the wall. The base is divided into two parts the heel and toe. Typical backfill and drainage detail. A slender section can be used in this retaining wall the tensile stresses within the stem and the base is resisted by steel reinforcement.

Gabion walls 16. Cantilevered tilt up walls 13. Backfilling against reinforced masonry retaining walls shall not be permitted until at least 7 days after placing concrete or grout in cores. Pier and pile foundations 11.

Reinforced concrete cantilever types of retaining wall are recommended for heights up to 7 m. Earthquake seismic design 7. Forces on retaining walls 6. 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.

This type of walls has vertical stem monolithic with the base. Designing the cantilever wall stem 9. Building codes and retaining walls 5. Strength reduced from 136 7 to 114 9 in kips.

Soil bearing and stability 8. Reinforced concrete cantilever retaining walls consist of a relatively thin stem and a base slab. Heavy equipment shall maintain a distance away from the wall equal to the wall s height. The stem may have constant thickness along the length or may be tapered based on economic and construction criteria.

Strength of reinforced concrete sections amount of rebar a s the project calls for 5 10 and 5 12 are used. Counterfort retaining walls 12.

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