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Field Permeability Testing in Cambridge: Lefranc & Lugeon Methods

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Cambridge sits on a deceptive geology: Gault Clay and Chalk Marl beneath the colleges, overlain by river terrace gravels along the Cam. This layering creates sharp permeability contrasts that desk studies miss. A test pit reveals the upper gravels, but quantifying flow through the underlying chalk requires direct measurement. The variable water table, perched in gravels and rising in winter, demands field tests over lab estimates. We use low-pressure Lefranc tests in soils and Lugeon tests in weak rock. Our equipment runs to BS 5930:2015 procedures, with data logged at 1-second intervals for transient response analysis. For clients in CB1–CB5, the priority is getting real conductivity values before specifying dewatering or grouting programmes. Cambridge's dense urban plots and narrow access lanes don’t faze the team.

A single Lugeon test in Cambridge chalk delivers more useful permeability data than a dozen lab permeameter samples, especially where fracture flow dominates.

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How we work

In Cambridge, we often see contractors surprised by artesian conditions where the chalk is confined by boulder clay. The Lefranc test offers a quick constant-head or falling-head reading in granular soils and stiff clays. For fractured chalk, the Lugeon test, run at up to five pressure stages, maps hydraulic conductivity and fracture opening behaviour. Interpretation follows Houlsby’s criteria for laminar versus turbulent flow. We run tests within boreholes advanced by SPT drilling to correlate permeability with N-values, or in dedicated flush-jointed casing. A typical programme covers depths to 15 m, but deeper investigations in the Cambridge Greensand require extended setups. Each test includes temperature correction and turbidity monitoring to validate results. The data feeds directly into groundwater models, cut-off wall design, and deep excavation dewatering plans.
Field Permeability Testing in Cambridge: Lefranc & Lugeon Methods
Technical reference — Cambridge

Local considerations

East Anglia’s low rainfall can lull designers into underestimating groundwater. Yet Cambridge’s chalk aquifer transmits water rapidly through fissures, and winter recharge can raise the water table by several metres in weeks. A basement excavation near the Cam, for example, faces risk of base heave and sudden inflow if permeability is guessed from grain-size correlations. Overlooking Lugeon testing in chalk leads to undersized dewatering systems, programme delays, and regulatory trouble with the Environment Agency. Even in the Gault Clay, where bulk permeability is low, silt partings and sand lenses create preferential flow paths that Lefranc tests detect. The cost of a missed permeable layer during slope stability assessments for riverbank works can be catastrophic. Field tests provide the ground truth that lab tests cannot replicate.

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Regulatory framework

BS 5930:2015+A1:2020 – Code of practice for ground investigations, BS EN 1997-2:2007 (Eurocode 7) – Ground investigation and testing, BS EN ISO 22282 (Parts 1–6) – Geotechnical investigation and testing – Geohydraulic testing, Houlsby, A.C. (1976) – Routine interpretation of the Lugeon water-test

Typical values

ParameterTypical value
Test methodLefranc (constant/falling head) & Lugeon (multi-stage)
Applicable groundLefranc: soils, weathered chalk; Lugeon: fractured rock, competent chalk
StandardBS 5930:2015, Eurocode 7 (BS EN 1997-2:2007)
Max test depth (standard)15 m (extendable to 30 m)
Pressure stages (Lugeon)Typically 5 (low–high–low), following Houlsby methodology
Data outputK (m/s), Lugeon value (Lu), flow vs. pressure plots, fracture analysis
Typical borehole diameter76–100 mm for test section isolation with packers

Questions and answers

How much does a field permeability test cost in Cambridge?

A single Lefranc or Lugeon test package, including setup, packer isolation, and reporting, normally runs from £520 to £760, depending on depth and the number of pressure stages. Mobilisation to Cambridge city centre sites may involve an added logistics fee for restricted access.

When is a Lugeon test required instead of a Lefranc test?

A Lugeon test applies to rock or stiff fractured material like the Cambridge chalk. If the ground can hold a packer and water flows predominantly through fissures, the Lugeon test gives better data. In soils and soft weathered chalk, the Lefranc test is sufficient and quicker.

What British Standards govern in-situ permeability testing?

Our testing follows BS 5930:2015 for general ground investigation practice and BS EN 1997-2:2007 for the specific requirements of geohydraulic field tests. Interpretation of Lugeon data uses the Houlsby method, which is the standard reference in the UK.

How long does it take to get results from a permeability test in Cambridge?

The field test itself takes 1 to 2 hours per test interval, depending on ground conditions. We provide a factual report with flow curves and calculated K values within 3 to 4 working days. An interpretative report with recommendations follows within a week.

Location and service area

We serve projects in Cambridge and surrounding areas.

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