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Soil Void Ratio, Porosity & Phase Relations Calculator

Soil phase relations model the volumetric and gravimetric split between solid mineral grains, pore water, and void air.

Grain specific gravity (Silica sand: ~2.65, Clay: 2.70–2.80).

Water mass percentage relative to dry solid grain weight.

Total unit weight including moisture.

Calculated Result
0.601

Soil Void Ratio (e)

Void Ratio (e)

0.601

Porosity (n)

37.54 %

Dry Unit Weight (γ_d)

1.655 g/cm³

Degree of Saturation (Sr)

70.54 %

Saturation Condition

Moist / Partially Saturated

Calculation Breakdown

  1. Dry Unit Weightγ_d = γ / (1 + w) = 1.92 / (1 + 0.16) = 1.655 g/cm³
  2. Void Ratioe = (G_s × γ_w / γ_d) - 1 = (2.65 × 1.0 / 1.655) - 1 = 0.601
  3. Porosityn = [e / (1 + e)] × 100 = 37.54%
  4. SaturationS_r = (w × G_s / e) × 100 = 70.54%

Soil Phase Volumetric Split (Total Volume = 100%)

Interactive visualization based on your current inputs

Volume (%)
0.016314763Solid GrainsPore WaterPore AirSoil ComponentVolume (%)

What Is the Soil Void Ratio, Porosity & Phase Relations Calculator?

Soil phase relations define the mathematical framework connecting solid mineral volume, pore water, and trapped air.

How Does the Soil Void Ratio, Porosity & Phase Relations Calculator Work?

Total volume is partitioned into solid particles and void space. Void volume holds liquid water and gas.

Soil Void Ratio, Porosity & Phase Relations Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

e = \frac{G_s \cdot \gamma_w}{\gamma_d} - 1, \quad n = \frac{e}{1 + e} \cdot 100\%, \quad S_r = \frac{w \cdot G_s}{e} \cdot 100\%

Void ratio e is the ratio of void volume to solid volume; porosity n is void volume over total volume.

How to Use the Soil Void Ratio, Porosity & Phase Relations Calculator

  1. Input grain specific gravity Gs.
  2. Specify measured moisture content w (%).
  3. Enter wet bulk density in g/cm³.

Step-by-Step Example Calculation

Compacted Sandy Clay Soil

Input Values:

specificGravity:2.65
moistureContent:16.0
bulkDensity:1.92
Worked Steps: With 16% moisture and 1.92 g/cm³ bulk density, dry density is 1.655 g/cm³, void ratio e = 0.601, porosity n = 37.5%, and saturation Sr = 70.5%.

Understanding Your Result

Void Ratio (e): Ratio of open pore space to solid skeleton.

Porosity (n): Pore volume as a percentage of total volume.

Degree of Saturation (Sr): Percentage of pore space filled with water.

Factors That Affect the Result

  • Soil grain size gradation, compaction effort, and groundwater table height.

When Should You Use This Calculator?

  • Earth dam construction, highway subgrade compaction, embankment settlement estimation, and retaining wall design.

Assumptions & Limitations

  • Assumes homogeneous soil phase representation and pure water density gamma_w = 1.0 g/cm³.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Standard ASTM D854 / D2216 analytical geotechnical formulation.

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