Porosity From Void Ratio Calculator

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

Description

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

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

When to use Porosity From Void Ratio

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.

Void ratio
Void ratio (dimensionless).

How Porosity From Void Ratio works

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

Porosity
Porosity as a fraction between 0 and 1.

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

  • Void Ratio From Porosity Calculator

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

  • Saturated Density Calculator

    Compute the saturated bulk density from specific gravity and void ratio using rho_sat = (Gs + e) / (1 + e) * rho_w.

  • 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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