Excavation planning · Free tool

Excavation slope calculator

Work out the top width, horizontal run and angle of a symmetrical excavation from an assessed slope ratio.

Enter your values

Check this tool fits your task

Straight, equal slopes on both sides with a flat bottom. The slope is an input from a competent design or assessment; this tool does not choose a protective system or declare ground safe.

Top widthBottom widthH:1Vd
Depth d is vertical. H:1V describes horizontal run per unit depth, not a safe-soil classification.
Measured depth of this symmetrical cross-section.
Clear width at the base.
Enter an assessed design ratio, not an angle. Example 1.5 means 1.5H:1V.

Your result

Enter your values, or try the example to see how it works.

How to use this tool

  1. Check the scope and collect measured or verified input values.
  2. Enter values using the displayed units, then calculate.
  3. Read the result, calculation breakdown and next steps together.
Worked example

Fictional geometry: 2 m depth, 1 m bottom, 1.5H:1V on each side → 3 m run per side and 7 m top width. This is not a recommended slope for your excavation.

The example button fills illustrative values. Where a scope confirmation is shown, check it yourself before calculating.

Method and references

Run per side = depth × H:V ratio. Top width = bottom width + 2 × run. Angle above horizontal = arctan(1 ÷ ratio).

Straight, equal slopes on both sides with a flat bottom. The slope is an input from a competent design or assessment; this tool does not choose a protective system or declare ground safe.

Common questions

Does choosing 1.5H:1V make the trench safe?

No. Geometry alone cannot assess soil, water, loading, nearby structures or protective-system adequacy.

Can I use this for benches or unequal sides?

No. It models one straight symmetrical cross-section only.

Does the tool classify soil?

No. Soil classification and system design require competent assessment under the applicable rules.

Public beta · Check the method and inputs with a competent reviewer before operational use.

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