Void Ratio From Porosity Calculator

Convert porosity n to the void ratio using e = n / (1 - n).

Description

Convert porosity n to the void ratio using e = n / (1 - n).

Void Ratio From Porosity Calculator: Convert porosity n to the void ratio using e = n / (1 - n).

When to use Void Ratio From Porosity

Use this geological calculation for a transparent first-pass interpretation of measured rock, soil, fluid, well, stratigraphic, isotopic, geophysical, or seismic data under an explicitly selected model.

Porosity
Porosity as a fraction between 0 and 1.

How Void Ratio From Porosity works

Convert porosity n to the void ratio using e = n / (1 - n). The tool evaluates the supplied inputs together and returns the named outputs below; it does not infer omitted operating conditions or change the units shown.1

Void ratio
Void ratio (dimensionless).

Limitations and assumptions

  • Geotechnical correlations and idealized failure models depend on stratigraphy, sampling disturbance, drainage, stress history, groundwater, density, anisotropy, scale, construction sequence, and laboratory or field method. Site-specific design requires investigation and code factors.
  • Use finite inputs in the displayed units and preserve more precision than the final presentation requires. Independently verify safety-critical, financial, compliance, or production decisions.

Alternative or Complementary approaches

Compare independent measurements and models, retain units and analytical metadata, propagate uncertainty, and validate interpretations against logs, cores, maps, laboratory data, or field observations.

References

  1. Geotechnical engineering — Wikipedia contributors

Similar or alternative tools

  • Porosity From Void Ratio Calculator

    Convert void ratio e to porosity using n = e / (1 + e).

  • Saturated Density Calculator

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  • Secondary Compression Settlement Calculator

    Secondary (creep) settlement Ss = H * C_alpha / (1 + e_p) * log10(t2 / t1), where C_alpha is the secondary compression index from the e - log10 t tail of an oedometer test, e_p the void ratio at end of primary consolidation, and t1, t2 the creep time window in years.

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