Excavation Volume Calculator — m to m³, truck loads, cost

Dimensions in m, cm, mm · Bank & loose volume in m³ · Swell factor · Truck loads & cost
EN 1997 / Eurocode 7
Switch to Imperial version →

How to use this calculator

Select an excavation shape (rectangular, trapezoidal with sloped sides, circular, or trench), enter dimensions and choose the unit (m, cm, or mm), and choose the soil type to apply the correct swell factor. Results update instantly with bank volume (in-ground), loose volume (after excavation), weight, and truck loads.

Swell factor — excavated soil expands when removed from the ground. Clay swells 30-40%, sand 10-15%, rock 40-60%. The calculator applies this factor automatically to compute hauling volume.
Cost — price per m³ or per truck load for disposal.

Clay swell 35% Sand swell 12% Rock swell 50% 1 m³ soil ≈ 1.6 t 8 m³ truck
Excavation Shape & Dimensions
Excavated soil expands — select type to auto-apply swell factor
Diagram
Plan View 6.00 m 4.00 m Cross Section
Optional sections:
Excavation Cost
Choose pricing method:
Typical: €25-60/m³ depending on soil
Standard: 8-10 m³ single axle · 12-16 m³ tandem
Results
Excavation Volume
Bank Volume (in-ground)
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Loose Volume (after swell)
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Swell Factor
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%
Weight (approx.)
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tonnes
Truck Loads
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loads

Saved Calculations

TimeShapeSoilBank m³Loose m³TrucksCost
No saved calculations

How to Calculate Excavation Volume (Metric)

This excavation calculator estimates bank volume (in-ground, undisturbed) and loose volume (after excavation with swell) in cubic meters. Enter dimensions and choose the unit (m, cm, or mm) for four common shapes: rectangular pit, trapezoidal (sloped sides for safety per EN 1997 Eurocode 7), circular (wells, piers), and trench (utilities, footings).

Swell Factor Explained

When soil is excavated, it breaks apart and occupies more space than in its original compacted state. This increase is called the swell factor. Loose Volume = Bank Volume × (1 + Swell%). Typical values: Clay 30-40%, Sand/Gravel 10-15%, Topsoil 20-30%, Rock 40-60%, Shale 35-45%. Always use loose volume for trucking calculations.

Formulas

Rectangular: L × W × D = m³. Trapezoidal: L × ((Top W + Bottom W) / 2) × D. Circular: π × r² × D. Trench: L × W × D. Average soil density: 1,600 kg/m³ bank (varies by type).

FAQ

How many truck loads for a basement? A typical 10×12×2.4 m basement = 288 m³ bank. With 25% swell = 360 m³ loose. At 8 m³/truck = 45 loads. Why use trapezoidal shape? Safety regulations require sloped sides in excavations deeper than 1.5 m. What is bank vs loose volume? Bank = undisturbed soil in-ground; loose = same soil after excavation, expanded due to swell.

Misha Noyr, M.Eng.

Misha Noyr, M.Eng.

Civil Engineer · 15+ yrs · structural design, geotechnics. Full bio →