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Earthwork Calculator

Estimate cut or fill earthwork volume and in-situ soil mass for a rectangular area.

Earthwork volume
100 m³
Cut or fill volume for a 20 × 10 × 0.5 m zone. Dry soil ≈ 1.5 t/m³ in situ.
In-situ mass (t)
150 t
Volume (m³)
100 m³

Estimates are for planning purposes only. Actual volumes vary with soil type, compaction, shrinkage, and site conditions. Consult a qualified geotechnical engineer before finalising earthwork designs. Excavated soil typically bulks 10–30% — see the Excavation Calculator for swell factors.

How it works

  1. 1Enter the length, width, and depth of the earthwork zone in metres or feet.
  2. 2The calculator multiplies the three dimensions to get the volume (length × width × depth).
  3. 3In-situ soil mass is estimated at 1500 kg/m³ (dry soil). Switch between metric and imperial with the toggle.

Use cases

  • Estimating cut volume for road cuttings, trenches, and foundation excavations.
  • Calculating fill volume for embankments, landscaping terraces, and site levelling.
  • Quickly sizing haulage truck loads before a detailed survey.

Frequently asked questions

How is earthwork volume calculated?

For a rectangular zone, Volume = Length × Width × Depth. A 20 m × 10 m area excavated 0.5 m deep gives 20 × 10 × 0.5 = 100 m³.

What soil density does it use?

This tool uses an in-situ dry-soil density of 1500 kg/m³. Real soils range from about 1200 kg/m³ (loose sand) to 2000 kg/m³ (compacted clay), and moisture adds mass.

What is soil bulking and why does it matter?

Excavated soil loosens and occupies 10–30% more volume than in the ground. A 100 m³ cut may yield 115–130 m³ to haul away. Use the Excavation Calculator to apply a swell factor.

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