1 should be consulted.
Gravity stone masonry retaining wall design example.
Although wall heights up to 8 ft 2 44 m for conventional gravity walls and 14 ft 4 28 m for soil reinforced walls are presented properly engineered walls can exceed these heights.
2 and preferably have an oven dry density of 125 lb ft 2002 kg m or more.
They depend mostly on their own weight and any soil resting on the wall for stability.
For a detailed discussion of design and analysis parameters the design manual for segmental retaining walls ref.
Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider.
A gravity retaining walls are constructed of plain concrete or stone masonry.
This type of construction is not economical for walls higher than 3m.
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.
These walls are generally made of masonry and concrete.
The masonry design standard nzs 42302004.
Hollow or solid concrete masonry units used in gravity retaining walls should meet the requirements of astm c 90 ref.
Masonry design and in all sorts of related topics.
Design and construction of stone masonry retaining walls a quick guide 1 department of engineering services 1.
Cores of hollow units are typically filled to increase the weight of the wall.
Design of retaining walls examples gravity retaining wall design.
Concrete or stone masonry plain concrete gravity wall.