Gravity Stone Masonry Retaining Wall Design Example

Concrete or stone masonry plain concrete gravity wall.

Gravity stone masonry retaining wall design example.

2 and preferably have an oven dry density of 125 lb ft 2002 kg m or more. Masonry design and in all sorts of related topics. Soldier pile walls 22. Retaining wall retains earth when level difference exists between two surfaces.

Swimming pool walls 18. Restrained non yielding walls 20. Wood retaining walls 14. For a detailed discussion of design and analysis parameters the design manual for segmental retaining walls ref.

The masonry design standard nzs 42302004. These walls are generally made of masonry and concrete. Design of retaining walls examples gravity retaining wall design. Sheet pile walls 21.

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. Design and construction of stone masonry retaining walls a quick guide 1 department of engineering services 1. A gravity retaining walls are constructed of plain concrete or stone masonry. Hollow or solid concrete masonry units used in gravity retaining walls should meet the requirements of astm c 90 ref.

Types of retaining walls gravity wall depends entirely on its own weight to provide necessary stability usually constructed of plain concrete or stone masonry plain concrete gravity wall height 3 m in designing this wall must keep the thrust line within the middle third of the base width no tensile stress to be developed. Cantilevered tilt up walls 13. They depend mostly on their own weight and any soil resting on the wall for stability. Introduction stone masonry retaining walls are gravity type retaining walls commonly used to retain earth or fill materials and basically retains earth pressures by virtue of its self weight.

Gravity retaining wall shuttering 01. A gravity wall h 3m masonry or stone b cantilever wall h 3m and h 6m c counterfort wall h 8m d buttress wall transverse stem support provided on front side e e bridge abutment additional horizontal restraint from bridge deck a gravity wall h 3m masonry or stone. Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider. B semi gravity retaining walls are modification of gravity wall in which small amounts of.

1 should be consulted. 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. Cores of hollow units are typically filled to increase the weight of the wall. This type of construction is not economical for walls higher than 3m.

Construction topics and caveats 24. How retaining walls fail.