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ACI 318-19 • DPT 1008-61 • PDF Reports

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Calculation results are decision-support tools and do not replace the judgment of the design engineer.

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Retaining Wall Design

Design retaining walls with earth pressure and seismic analysis

Rankine / CoulombMononobe-OkabeCaquot-KeriselStability Analysis

Calculation results are decision-support tools. The design engineer must review and verify all results independently.

Wall Configuration

Wall Type

Earth Pressure Theory

Wall Geometry (m)

Height (H)

Base Width (B)

Base Thickness

Top Width

Toe Length

Heel Length

Stem Thickness

Embedment Depth (Df)

Run Length

Backfill Soil Properties

φ (degrees)

c (kPa)

γ (kN/m³)

Backfill Slope β (degrees)

Wall Friction δ (degrees)

Foundation Soil Properties

φ (degrees)

c (kPa)

γ (kN/m³)

Loading & Drainage

Surcharge (kPa)

Drainage Condition

Seismic (Mononobe-Okabe)

kh (horizontal)

0 = no seismic

kv (vertical)

Fill in the data and click Analyze to evaluate retaining wall stability