OVER-HEIGHT FENCE RETAINING WALL CERTIFICATION APPLICATION 2025

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As a general rule, there is usually 1/3 of the pile above ground and 2/3 below ground. The piles must resist the bending forces induced by the retained material. Concrete pile walls can be used to create permanent or temporary retaining walls. They are formed by placing piles directly adjacent to one another.
MAXIMUM SEGMENTAL RETAINING WALL HEIGHT Unreinforced SRWs typically can be built up to 3 to 4 ft (1.0 1.2 m) high, or less if poor soil conditions or surcharges loads are present.
Can a Fence Serve as a Retaining Wall? In short, while it may be possible in some edge case circumstances to use a fence as a short tem substitute for a retaining wall, it is not recommended due to significant structural differences.
The basic principle for the design of the Retaining Wall is that the reinforced concrete stem and footing flexure and shear design strength must e at least equal to the factored moment and shears determined from the analysis. The wall stem is designed as a cantilever, fixed at the footing.
As per the Code- IS 456 : 2000 Clause 20.1, the stability of the retaining wall against overturning should be ensured that resisting moment should not be less than 1.4 times the maximum overturning moment. If the dead load provides restoring moment , then as per code 90% of the dead load should be taken into account.

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RCNY 103-09 and Local Law 37/08, effective January 1, 2014, requires owners of properties with a retaining wall or part of a retaining wall which is at least ten feet high and faces a public right of way such as a sidewalk or entrance must have a condition assessment of this wall conducted every five years and the
[1] Indian standard code used for designing retaining wall IS 456:2000 for concrete design. [2] IS 1893 Part-III used for design of bridges and retaining wall.

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