GRLab

Terraced Retaining Wall Calculator

Splitting a slope into tiers only works if the tiers are far enough apart to act as separate walls. This sizes the bench between them from the published two-times-the-lower-wall rule, tells you how much hillside depth that costs you, and puts the material and price side by side against building one tall wall instead.

Measure the grade change as exposed face — bottom of the lowest wall to the finished soil at the top of the highest one. The grade change is split into equal tiers, which is also what keeps each upper wall no taller than the one below it.

Hillside depth is the horizontal run you can give up, measured from the face of the lowest wall back to where the top of the slope has to stay. This is the number that usually decides the answer, and it is the one people forget to measure.

Block system, buried course, gravel & prices

Block system

Base & buried course — per tier

Every tier gets its own buried course and its own leveling pad — that is exactly why tiers use more block than one wall of the same total height.

Ordering & prices

Same grade change, same wall length — terraced against a single wall.
  One wall 2 tiers
Tallest single wall6.00 ft3.00 ft
Exposed face240 sq ft240 sq ft
Blocks with waste441504
Caps3263
Leveling pad gravel1.6 tons3.1 tons
Block, cap & pad cost$2,467$3,038
Hillside depth used1.00 ft8.00 ft
Height trigger for a designed wallOver the 4 ft lineUnder the 4 ft line
H₁ H₂ ≤ H₁ D ≥ 2 × H₁ zone of influence an upper wall inside it is surcharge top of slope
Section through a two-tier wall. The bench D is measured horizontally from the back of the lower wall to the face of the upper one, and it has to be at least twice the lower wall's height for the two to be designed separately. Schematic, not to scale.
Terracing is a design decision, not a way around engineering. This tool applies a published spacing rule of thumb and counts material — it performs no structural or global-stability analysis whatsoever. Even when tiers clear the 2H separation, industry guidance is explicit that global stability of the whole slope may still require an engineer, and a wall over about 4 ft (1.2 m) of exposed height needs a designed, permitted structure. Any slope, driveway, pool or foundation above the top tier, groundwater, or poor soil puts the whole system in engineered territory at any height. Have utilities located before you dig (811 in the US).

Terraced Retaining Wall Calculator by GRLab — free retaining-wall planning tools

Two short walls are not automatically two short walls

The reason people terrace a slope is almost always the same: one 6 ft wall has to be engineered and permitted, two 3 ft walls might not. That logic is sound, but only under a condition most articles never state. If the upper wall sits close behind the lower one, its weight and the soil it holds press down on the block behind and above the lower wall — the upper tier becomes a surcharge, and the two are analysed together as one taller structure. You get the terraced look, the extra material and none of the relief you terraced for.

The condition is a horizontal distance. CMHA — the industry body for segmental retaining walls — puts it this way: the minimum distance between terraces for each wall to act independently must be at least equal to twice the height of the lower wall, written D > 2H₁. Allan Block states the same rule from the other direction: the zone of influence extends a horizontal distance equal to two times the wall height, and the distance between the walls must be at least twice the height of the lower wall. Both add that the upper wall should be no taller than the lower one. This calculator is built around that single measurement, because it is the one that decides whether terracing works.

How each number is worked out

What terracing actually costs and saves

The comparison table usually surprises people in two places. Tiers use more block, not less. Every tier needs its own buried bottom course and its own leveling pad, so splitting a wall into n tiers adds n−1 buried courses and n−1 pads that a single wall never pays for. At the default 6 ft over 40 ft of length that is about 14% more block and twice the pad gravel.

And tiers eat yard. One wall consumes its own footprint and nothing else. Two independent tiers off the same grade change consume the footprints plus a bench as wide as twice the lower tier — on a 6 ft grade change that is roughly 8 ft of hillside gone, measured horizontally. If the useful part of the yard is what sits above or below that slope, the depth line in the table is a real cost even though it has no price on it.

What sits on the other side of the ledger is engineering, reinforcement and permitting. A single wall over the 4 ft line needs a designed structure and, per the International Building Code, a permit for earth retaining structures over 4 ft in total height; it will very likely need geogrid, which the tiers may not. That is the trade this page is for: more block and more yard, against a design that may stay within what a homeowner can build. Neither column is automatically the answer.

Where the rules come from

The separation rule is CMHA's — the Concrete Masonry & Hardscapes Association, which publishes the design manual most segmental wall systems are engineered against. Their answer on wall heights states that the minimum distance between terraces for each wall to act independently must be at least equal to twice the height of the lower wall, and that where the spacing is tighter the tiers are analysed as a single taller structure. The same document is the source for the height thresholds used on this page: unreinforced segmental walls typically top out at 3 to 4 ft (1.0–1.2 m), less with poor soil or a surcharge, while reinforced walls have no theoretical maximum when properly designed; and the International Building Code requires a permit for earth retaining structures over 4 ft (1.2 m) in total height.

Allan Block's installation guidance is the second source and agrees: the distance between the retaining walls must be at least twice the height of the lower wall, the upper wall should be less than or equal to the height of the lower wall, and when the walls sit closer the lower wall must be engineered for the added weight and pressure. Allan Block is also explicit about the limit of the rule — even when the spacing is met, global stability of the overall slope may still require analysis, along with slopes above or below the walls, groundwater, surcharges and poor soils. That caveat is not fine print; it is why this page will not tell you that you are clear to build.

Block dimensions and prices use the same nominal figures as the rest of the retaining-wall tools here, so the numbers stay comparable across pages. Gravel is converted at about 1.4 tons per cubic yard (≈1,680 kg/m³) — ask your supplier for their figure and round the order up.

This tool handles the tier geometry and the block across all tiers. For the rest of a wall — drain rock, pipe, fabric and reinforcement — run a single tier through the full block takeoff, size reinforcement in the geogrid calculator and drainage in the drainage calculator. The bench between tiers has to be dug out level, which the excavation calculator will size, and if a tier curves, lay it out in the curve calculator.

Terrace notes that save rework

Frequently asked questions

How far apart do terraced retaining walls have to be?

The published rule across the segmental wall industry is that the horizontal distance between the two walls must be at least twice the height of the lower wall. CMHA writes it as D > 2H1 for each wall to act independently, and Allan Block states the same thing as a zone of influence extending a horizontal distance equal to two times the wall height. Inside that distance the upper wall is surcharge on the lower one, and the pair has to be analysed together as a single taller structure.

Does terracing let me avoid an engineer?

Only if the tiers genuinely act independently. Two 3 ft tiers separated by 6 ft of bench are two 3 ft walls. The same two tiers on a 4 ft bench are one 6 ft wall as far as the design is concerned, and a 6 ft wall needs a designed and permitted structure. Terracing without the separation buys you the terraced look and none of the engineering relief, which is the single most expensive misunderstanding on this page.

Is a terraced wall cheaper than one tall wall?

In block, no — it is usually more. Every tier needs its own buried bottom course and its own leveling pad, so several short tiers use more material than one wall of the same total height. What terracing can save is the engineering, the geogrid and sometimes the permit, and it breaks one big vertical face into walls a homeowner can actually build. The comparison table on this page shows both columns so you can see the trade rather than assume it.

How much yard depth does terracing need?

More than most people plan for. Two tiers off a 6 ft grade change need about 6 ft of bench plus the two wall footprints — roughly 8 ft of hillside measured horizontally. Splitting the same grade change into three tiers makes each tier shorter but needs more total depth, not less, because you have added another bench. If the hillside is not that deep the tiers cannot be independent, whatever their individual height.

Should the upper tier be shorter than the lower one?

Allan Block's guidance is that the height of the upper retaining wall should be less than or equal to the height of the lower wall. Splitting the grade change into equal tiers satisfies that automatically, which is what this calculator does. Stacking a taller wall on top of a shorter one puts the heavier surcharge exactly where the structure below has the least capacity to carry it.

Sources

The published rules and unit dimensions this page relies on, and the document each one is taken from. Manufacturers revise their literature — check your own product’s current spec sheet before you order.

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