Reinforcement Counterfort Retaining Wall Design

Provide enough development length.

Reinforcement counterfort retaining wall design.

Counterfort retaining wall rcc. Forces on retaining walls 6. Design example cantilever retaining wall. 1 gravity wall masonry or plain concrete 2 cantilever retaining wall rcc inverted t and l 3 counterfort retaining wall rcc 4 buttress wall rcc.

In no case thickness of any component be less than 300mm. Soil mechanics simplified 4. The base is also divided into two parts the heel and toe. The counter forts act as tension stiffeners and connect the wall slab and the base to reduce the bending and shearing stresses.

Thickness of toe slab buttress not provided 8 of height of wall. Thickness of counterfort 6 of height of wall. 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. Soil bearing and stability 8.

Design of counterfort retaining wall. Under normal conditions the lateral earth pressure is at rest condition. Design of toe slab the base width is approximately taken equal to 0 6 h to 0 7 h where h is the overall height of the wall. However retaining walls can also be constructed for aesthetic landscaping purposes.

Counterfort retaining walls 12. Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider. Preliminary proportioning of counterfort retaining wall. The loads that are of primary concern are the lateral earth pressures induced by the retained soil.

Designing the cantilever wall stem 9. The counterfort retaining wall is a type of retaining wall with counterforts attached to the inside face of the wall to further resist lateral thrust and materials used for retaining walls are treated lumber concrete block systems stone brick and poured concrete. The design of a retaining wall must account for all applied loads. The heel is the part of the base under the backfill.

Classification of retaining walls. The toe is the other part of the base. The ties are provided horizontally for the full value of reaction to prevent slab separating from counterforts. Earthquake seismic design 7.

Thickness of heel slab and stem 5 of height of wall. Design procedure overview 3. Building codes and retaining walls 5. The main reinforcement is provided horizontally along the length of the wall.

This excel sheet introduces design of counterfort retaining wall according. Provide the distribution steel. Counter fort buttressed retaining wall. Also check for shear at the junction.

Cantilever retaining walls are constructed of reinforced concrete.