horizontal stress (simple retaining wall)_Copy
ΔPo=3⋅P⋅x2⋅zπ⋅(r2+z2)52
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horizontal stress (simple retaining wall)
where P is a concentrated load (kN); r, the horizontal distance from the point of action of the load to
the location of interest (m); x, the shortest distance from the point of action of the load to the exterior
basement wall; and z, the vertical distance from the point of action of the load to the location of
interest (m).
This equation, horizontal stress (simple retaining wall)_Copy, references 1 page
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π
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MichaelBartmess
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