Traditional precast concrete panels aren t used with masonry retaining walls.
Types of concrete retaining walls.
These types of walls are made using reinforced concrete.
Masonry walls are built using blocks typically bricks or concrete blocks that are stacked one on top of the other.
It is suitable for supporting planter areas but it is not recommended for support of slopes or structures.
Ground anchored walls are thin concrete retaining walls that are permanently anchored to firm ground by grouted ties.
Concrete cantilever retaining wall a cantilever retaining wall is one that consists of a wall which is connected to foundation.
Retaining walls are constructed not only for creating a beautiful landscape but also serve major functionality.
Counterfort retaining walls are more economical than cantilever walls for heights above 25 ft.
Counter fort buttressed retaining wall.
Can be precast or formed on site.
Mechanically stabilized earth mse retaining wall.
The bar or strand ties are called permanent ground anchors or tiebacks.
Gravity walls are mainly used for shorter landscaping type of walls as it becomes less efficient for taller walls.
The following are the main types of wall.
Types of retaining walls.
A cantilevered wall holds back a significant amount of soil so it must be well engineered.
Common types of concrete retaining walls the counterforts tie the slab and base together and the purpose of them is to reduce the shear forces and bending.
Retaining wall material comparison landscaping network.
Compare the pros and cons style and durability characteristics of seven retaining wall building materials including concrete block stone veneer poured concrete brick wood gabion walls and dry stone walls.
They generally are inserted into holes that are drilled or driven into the existing soil or rock behind the wall.
A segmental retaining wall is one that is constructed by identical pieces of pre cast concrete that interlock and anchor into backfilled soil.
These types of alternatives to retaining walls are most commonly used with geotextiles when the grade of a slope is greater than 45 degrees and a reinforced soil slope is not recommended.
There are two main parts to a cantilevered retaining wall a very thin stem and a base that is divided into two parts a heel which is under the back fill and a toe which is the remaining portion of the base.