Permeability — GeoTechnical Solutions

Permeability — also known as hydraulic conductivity or k-value — is a measure of how easily water flows through a porous medium such as soil, rock or a geosynthetic. Expressed in metres per second (m/s), permeability spans many orders of magnitude and is one of the most important parameters in geotechnical, drainage and contaminated land design.

Typical k-values for UK soils

Permeability varies dramatically between soil types — from highly permeable gravels down to effectively impermeable clays. Indicative ranges relevant to UK ground conditions are:

Soil type k-value (m/s) Behaviour
Gravel 1 × 10⁻² – 1 × 10⁻¹ Very permeable
Sand 1 × 10⁻⁵ – 1 × 10⁻² Permeable
Silt 1 × 10⁻⁸ – 1 × 10⁻⁵ Low permeability
Clay 1 × 10⁻¹¹ – 1 × 10⁻⁸ Effectively impermeable
Glacial till (variable) 1 × 10⁻⁹ – 1 × 10⁻⁵ Highly site-specific
Chalk (UK upland) 1 × 10⁻⁷ – 1 × 10⁻⁴ Variable, fracture-controlled

Measurement methods

UK practice uses a mix of laboratory and field methods depending on soil type and required accuracy:

  • Laboratory tests — constant head permeameter for granular soils (BS 1377-5); falling head permeameter for fine-grained soils.
  • Field tests — variable head tests in boreholes (Hvorslev or US Bureau of Reclamation methods); soakaway percolation tests to BRE Digest 365 for SuDS design.
  • Indirect estimation — from CPT or piezocone testing using empirical correlations (Robertson 1990).
  • Pumping tests — for confined aquifers and major excavations below the water table.

Applications in design

Permeability governs many design decisions. For SuDS infiltration components, k ≥ 1 × 10⁻⁵ m/s is required for effective soakaway operation per BRE Digest 365. For dewatering of excavations below the water table, permeability determines the discharge rate from sumps or wellpoints. For contaminated land containment, k ≤ 1 × 10⁻⁹ m/s is the typical regulatory threshold for clay liners.

Slope stability analysis, dam design, and groundwater modelling all rely heavily on representative permeability values determined for the site.

Related ViaCon solutions

ViaCon supplies geosynthetics and drainage components specified by ground permeability. See our geotechnical solutions and stormwater solutions. Related glossary entries: soakaway, geotextile, French drain and permeable paving.

Frequently asked questions about permeability

What is permeability in soil?

Permeability — also called hydraulic conductivity or k-value — is a measure of how easily water flows through a porous medium such as soil. Expressed in metres per second, it ranges from around 1 × 10⁻¹ m/s for gravel down to 1 × 10⁻¹¹ m/s for tight clay. Permeability is fundamental to drainage and geotechnical design.

How is permeability measured?

Laboratory methods (BS 1377-5) use constant-head permeameter for granular soils and falling-head permeameter for fine-grained soils. Field methods include variable-head tests in boreholes (Hvorslev), soakaway percolation tests to BRE Digest 365 and pumping tests. Indirect estimates can be made from CPT data using empirical correlations.

What permeability is needed for a soakaway?

BRE Digest 365 requires a soil infiltration rate (f) — derived from percolation testing — sufficient to empty the soakaway within 24 hours of the design storm. As a rule of thumb, soils with k ≥ 1 × 10⁻⁵ m/s (medium sand or coarser) are suitable. Below this, soakaways become impractical and other SuDS components are specified.

What’s the difference between porosity and permeability?

Porosity is the proportion of a soil that consists of voids — how much water it can hold. Permeability is how easily water moves through those voids. Clay has high porosity but very low permeability because the voids are tiny and disconnected. Gravel has both high porosity and high permeability.

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