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Soil Excavation Calculator

Enter the pit length, width, depth and slope ratio to calculate the in-situ excavation volume, the loose (swollen) volume and the backfill required — useful for site excavation, muck-away and refill estimating.

Input Data

Length
m
Width
m
Depth
m
Slope
:1
Swell
×
Backfill Pct
%

Results

Excav Volume
30m³
Loose Volume
37.5m³
Backfill Loose
33.75m³

At a glance:Pit excavation uses the truncated-pyramid (frustum) formula: top dimensions = base dimensions + 2 × slope × depth. Volume V = depth/3 × (base length × base width + top length × top width + √(base area × top area)). Loose (dug) volume = V × swell factor; backfill loose soil = V × backfill% × swell. With slope 0 the shape is a rectangular prism and the formula reduces to length × width × depth.

Formula

Top length = base length + 2 × slope × depth

Top width = base width + 2 × slope × depth

V = depth/3 × (base area + top area + √(base area × top area))

Loose volume = V × swell

Backfill loose = V × backfill% × swell

$$L_t = L + 2 s h,\quad W_t = W + 2 s h$$
$$V = \frac{h}{3}\left(LW + L_t W_t + \sqrt{LW\cdot L_t W_t}\right)$$
$$V_{\text{loose}} = V\,k$$
$$V_{\text{back}} = V\,p\,k$$

How to Use

  1. Enter the pit base length, base width and excavation depth.
  2. Set the slope ratio (0 for vertical walls).
  3. Enter the swell factor (usually 1.2–1.3) and backfill ratio.
  4. The tool outputs the in-situ, loose and backfill volumes.

Case Studies

Vertical-wall foundation pit

5×3 m, depth 2 m, slope 0, swell 1.25.

In-situ 30 m³; loose 37.5 m³; backfill 90% = 33.75 m³ loose.

Sloped stable pit

4×4 m, depth 3 m, slope 0.5, swell 1.3.

Top 7×7 m; in-situ about 99.3 m³; loose about 129 m³.

FAQ

What is the swell factor?

When soil is dug it gains pores and expands; the swell factor is that expansion multiplier. Ordinary soil is about 1.2–1.3, and trucks and stockpiles are measured loose.

What is the slope ratio?

The horizontal distance the wall moves out per 1 m of depth. 0 is a vertical wall; 0.5:1 is common for soil stability, larger for soft soil.

Why is backfill less than the dug volume?

Part of the pit is often backfilled and the rest removed; compacted backfill also takes less volume than the loose dug soil. Set the backfill ratio to actual need.

Related Tools

References

Content review: Calculatorism Construction Team. Results are for reference only; please refer to the relevant authorities for the official figures.

Found a problem with the results?

If this calculator's result is wrong, or you have any question about the calculation logic, please let us know. You are viewing:Soil Excavation Calculator(/construction/soil-excavation)。