Retaining Wall Design in Complete Accordance To AASHTO-LRFD 2024
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Geometry Guide
Geometry
b1
m
b2
m
b3
m
t1
m
t2
m
t3
m
h1
m
h2
m
h3
m
h4
m
hpassive
m
Backfill
Friction angle φ
deg
Unit weight γ
tf/m³
Slope angle α
deg
Wall friction δ
deg
Foundation soil
Friction angle φ
deg
Undrained strength Su
tf/m²
Unit weight γ
tf/m³
Ultimate bearing stress (qu)
tf/m²
Concrete
Unit weight γ
tf/m³
Seismic
Peak ground acceleration Ax
g
Foundation Type
Wall is on a Soil Foundation
Wall is on a Rock Foundation
Foundation Soil Type
The Soil, Beneath Foundation, is Cohesive
The Soil, Beneath Foundation, is Cohesionless
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