Question

A line load of 144.5 kN/m acts 1.1 m from the heel of a 2.5 m high retaining wall. Calculate additional vertical thrust (kN/m of wall) on the step of heel due to the line load.

1.1 m WA 0.5 3 Dimensons in metres 0.75 l 0.5 0.5 Toe Heel

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Answer #1

Given I line load co- 144.5 kn/m Distace from 1-1 m heel (8) Depth of heel from pine load (2) = 2 m load acting step of due tsol? - As per Boussinesqs formula, stres acting at point A (8,2) due to line load ů 2. ] (1/2)² 22 m. where, I alm 2 2 x 144

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