Soil Unit Weight Calculator

Enter void ratio, specific gravity of solids, and water content to instantly get total, dry, saturated, and submerged unit weights.

Soil Parameters

Volume of voids / volume of solids. Typical range: 0.3–2.0

Ratio of solid density to water density. Typical: 2.60–2.80

Mass of water / mass of dry solid × 100. Enter 0 for dry soil.

Common Presets

Units:

Total Unit Weight

γ (gamma)

kN/m³

Bulk weight including soil solids and pore water.

Dry Unit Weight

γd

kN/m³

Weight of solids only, no pore water counted.

Saturated Unit Weight

γsat

kN/m³

All voids filled with water; used at or above water table.

Submerged Unit Weight

γ' (buoyant)

kN/m³

Effective weight below water table (γsat − γw).

Formula Reference

γ = (Gs + S·e) · γw / (1 + e)

γd = Gs · γw / (1 + e)

γsat = (Gs + e) · γw / (1 + e)

γ' = γsat − γw

where γw = 9.81 kN/m³ · S = Gs·w/e

Summary

Enter void ratio, specific gravity of solids, and water content to instantly get total, dry, saturated, and submerged unit weights.

How it works

  1. Enter the void ratio (e) — ratio of void volume to solid volume, typically 0.3–2.0 for most soils.
  2. Enter the specific gravity of solids (Gs) — usually 2.60–2.80; 2.65 is the default for quartz sand.
  3. Enter the water content (w) in percent — mass of water divided by mass of dry solids.
  4. Click Calculate to get all four unit weights computed from classic soil mechanics formulas.
  5. Switch between kN/m³ and pcf using the unit toggle to match your project requirements.

Use cases

  • Determine effective stresses in soil profiles for foundation design.
  • Calculate overburden pressure and lateral earth pressures.
  • Estimate buoyant forces on buried structures below the water table.
  • Verify lab-derived soil index properties in geotechnical reports.
  • Cross-check hand calculations during retaining wall or slope stability analysis.
  • Quickly convert between SI and US customary unit weight values.

Frequently Asked Questions

Last updated: 2026-07-22 · Reviewed by Nham Vu