Poured Retaining Wall Calculator

Calculate concrete, rebar, and formwork for poured retaining walls. Enter dimensions for accurate material estimates.

ft
ft
in
ft
in
Footing Volume
5.19 yd³
140 ft³
Stem Volume
6.17 yd³
167 ft³
Total Concrete
11.36 yd³
Order (+10%)
12.5 yd³
Formwork
400 sq ft
Both sides of stem
Stem Height
5.0 ft
Planning notes, formulas, and examples

About the Poured Retaining Wall Calculator

Poured concrete retaining walls are the strongest option for retaining soil, suitable for walls from 3 feet to over 20 feet tall. They consist of a footing (base) and a stem (vertical wall), both reinforced with steel rebar. Professional engineering is typically required for walls over 4 feet.

This calculator estimates the concrete volume for both the footing and stem, the rebar requirements, and the formwork area. The standard design uses a footing width of 50–70% of the wall height and a footing thickness of 8–12 inches, with a stem thickness of 8–12 inches tapering for taller walls.

Whether you're building a heavy-duty retaining wall for a hillside, driveway, or commercial site, this calculator provides the concrete yard and rebar estimates you need for ordering and cost planning.

When This Page Helps

Poured concrete walls are expensive and require precise material estimates. Over-ordering concrete is costly, and under-ordering means partial pours and cold joints. This calculator ensures accurate quantities for a continuous, high-quality pour.

How to Use the Inputs

  1. Enter the wall length in feet.
  2. Enter the total wall height (exposed + buried).
  3. Set the stem (wall) thickness.
  4. Enter the footing width and thickness.
  5. Review concrete volume in cubic yards.
  6. Check rebar and formwork estimates.
Formula used
Footing Volume (ft³) = Length × Footing Width × Footing Thickness Stem Volume (ft³) = Length × Stem Thickness × (Wall Height − Footing Thickness) Total Concrete (yd³) = (Footing + Stem) ÷ 27

Example Calculation

Result: 9.6 yd³ concrete

Footing: 40 × 3.5 × 1 = 140 ft³. Stem: 40 × (10/12) × 5 = 166.7 ft³. Total = 306.7 ft³ ÷ 27 = 11.4 yd³. Order 10% extra for waste = 12.5 yd³.

Tips & Best Practices

  • Always have a structural engineer design walls over 4 feet tall.
  • Use 3,000–4,000 PSI concrete for retaining walls.
  • Rebar spacing is typically 12–18 inches on center, both ways.
  • Form both sides of the stem for a clean finish.
  • Include weep holes or drain pipes for hydrostatic pressure relief.
  • Order 10% extra concrete to account for waste and form bulging.

Anatomy of a Poured Retaining Wall

A poured retaining wall has two main parts: the footing (a horizontal base spreading the load) and the stem (the vertical wall). The footing is poured first, with rebar dowels left protruding for the stem. After the footing cures, forms are set and the stem is poured.

Footing Design Basics

The footing resists overturning and sliding forces. Its width is proportional to wall height — typically 50–70% of the total height. The key (a groove cast in the footing top) helps resist sliding. Rebar ties the footing and stem together as a monolithic unit.

Drainage Is Critical

Hydrostatic pressure (water buildup behind the wall) is the #1 cause of retaining wall failure. Install weep holes every 6–8 feet at the base, or run a continuous perforated drain pipe behind the footing. Backfill with crushed gravel to promote drainage.

Formwork Considerations

Both sides of the stem require forms. Use plywood or steel forms braced to resist the pressure of wet concrete (150 pcf). Form ties maintain wall thickness. Strip forms after 24–48 hours and begin moist curing immediately.

Sources & Methodology

Last updated:

Frequently Asked Questions

  • Stem walls are typically 8 inches thick for walls up to 4 feet and 10–12 inches for taller walls. Engineers may taper the stem from thick at the base to thin at the top. The footing is usually 8–12 inches thick and 50–70% as wide as the wall is tall.