Design example cantilever retaining wall.
Reinforcement counterfort retaining wall design.
Thickness of toe slab buttress not provided 8 of height of wall.
Pier and pile foundations 11.
This excel sheet introduces design of counterfort retaining wall according.
The toe is the other part of the base.
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.
However retaining walls can also be constructed for aesthetic landscaping purposes.
They consist of a relatively thin stem and a base slab.
Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider.
Counterfort retaining wall rcc.
Design of counterfort retaining wall.
Design procedure overview 3.
Designing the cantilever wall stem 9.
The main reinforcement is provided horizontally along the length of the wall.
The counter forts act as tension stiffeners and connect the wall slab and the base to reduce the bending and shearing stresses.
The design of a retaining wall must account for all applied loads.
Classification of retaining walls.
Soil bearing and stability 8.
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.
In no case thickness of any component be less than 300mm.
The base is also divided into two parts the heel and toe.
Provide enough development length.
Counterfort walls are cantilever walls strengthened with counter forts monolithic with the back of the wall slab and base slab.
Building codes and retaining walls 5.
Earthquake seismic design 7.
The loads that are of primary concern are the lateral earth pressures induced by the retained soil.
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 mechanics simplified 4.
Cantilever retaining walls are constructed of reinforced concrete.
Provide the distribution steel.
Forces on retaining walls 6.
Thickness of counterfort 6 of height of wall.
Under normal conditions the lateral earth pressure is at rest condition.
The ties are provided horizontally for the full value of reaction to prevent slab separating from counterforts.
Thickness of heel slab and stem 5 of height of wall.
Counter fort buttressed retaining wall.
Preliminary proportioning of counterfort retaining wall.
Counterfort retaining walls 12.