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Foundation & Footings Calculator — Concrete Volume

Work out footings and concrete volumes for strip, trenchfill and extension foundations, based on soil type and UK Building Regulations guidance.

Total external perimeter of the building

Internal Walls (if any)

Load-bearing internal walls needing foundations

Average length of each internal wall

Minimum 450mm; 600mm typical for domestic

Leave at 0 to use recommended depth for soil type

Include wastage allowance

Adds 10% extra for uneven trench bottoms and over-excavation

10% standard; 15-20% for rough or uneven ground

Ready-mix concrete price per cubic metre

How We Calculate This

This calculator estimates the total trench length from your building dimensions, then calculates the trench volume and concrete needed based on soil type guidance.

The formula

Concrete volume = Total trench length × Width × Depth × Wastage factor

All measurements are in metres, so the result is in cubic metres (m³). As a quick check, a 0.6m wide trench 1.0m deep takes 0.6 m³ of concrete per metre of run (0.6 × 1.0), so a 40m run needs about 24 m³ before wastage. This calculator assumes trenchfill (concrete to near ground level). For a traditional strip footing, which only fills the bottom of the trench, multiply the length and width by the concrete thickness instead of the full trench depth.

Footings for an extension

For an extension, the official Planning Portal guidance is that it is good practice to excavate at least to the same depth as the bottom of the foundation of the adjacent building, so old and new move together and you avoid cracking at the junction. Where the new trench runs alongside the existing footing, excavate and concrete in short alternating (hit-and-miss) bays so you never undermine a long length of the existing wall. The footing concrete must still be at least 150mm thick, and its thickness must be no less than the projection beyond the wall face (Approved Document A 2013, para 2E2c).

UK Building Regulations guidance

Foundation depths follow Approved Document A (Structure) Section 2E and the shrinkable-clay convention set out in LABC guidance and NHBC Standards Chapter 4.2. (AD A Table 10 is a separate table — it gives minimum strip-footing widths against wall load, not depths.)

  • Rock / Gravel / Sand (non-cohesive): Minimum 450mm depth (AD A §2E para 2E4 frost-protection minimum), 450mm typical width
  • Clay (medium-shrinkage): The 900mm default is the medium-plasticity-clay depth. Low-plasticity clay may allow 750mm; high-plasticity clay needs 1000mm+. Plasticity class comes from a soil/desk study, independent of any tree influence. 600mm typical width
  • Soft clay / Soft silt: Minimum 1000mm depth, 750mm+ width

These are minimum values. Actual foundation depths depend on local conditions, proximity to trees (especially on clay soils), drainage, and the specific loads being carried. On shrinkable clay within the influencing distance of trees, NHBC Standards Chapter 4.2 (using the species water-demand and soil volume-change tables) can require depths of 1.5m–2.5m or more.

Important note

This calculator provides estimates for planning and budgeting. Foundation design must be confirmed by your Building Control body or structural engineer, who will inspect the site conditions. Always get professional sign-off before pouring concrete.

Frequently Asked Questions

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Last updated: February 2026

Verified against UK standards · estimates only, confirm with your supplier.