Typical Retaining Wall Design

Create a level base for retaining wall and allow at least 1 meter of space between where the wall will be and hillside for gravel back to fill. This is one of the most important types of engineering structures design.

the necessary material to build the wall such as brick, concrete, stone, some other types of material such as a wooden. Brick and masonry provide solid strong construction when using the right mortar and good quality.

Designing the wall and base reinforces the retailing assumption FCU = 35 km−2, fy = 500 km−2 and covers the wall base 35 mm to 50 mm.

Gravity Wall:

Retaining walls are generally built to hold back the soil mass. The retaining construction is the purpose of aesthetic landscaping purposes.

A sheet pile that sustains a difference in soil surface elevation from one side to the other. This will be produces by excavation, dredging, backfilling, and a combination.

its made by tension crack line and Use of a high strength soil model


Piling Wall:

This system converts to one or more patent applications. That is typically one or more pairs of lighter section sheet piles.

Pile segments are operating to form an essentially straight plan dimension.Whose behavior may be base on a typical unit 1 foot vertical slice

Cantilever Wall:

A cantilever wall is common tyes of retaining structure design and its generally economical for height up to 8mm.

the cantilever structure is consists of a vertical stem and a base slab made up of two distinct regions, a heel slab, and a toe slab.

Also Read previous Articles  Civil Engineers Must Know these Important Points


Pile design derives the support from a compound of interaction with the enclosing soil and one mechanical device which inhibits relocation at an isolated point.

These are pinned both top and bottom using cables, or other stays, which are anchored in the rock or soil behind it.


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