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Field Permeability Testing in Reading (Lefranc & Lugeon)

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Reading sits at roughly 45 metres above sea level, where the River Thames and its tributary the Kennet shape the local water table more than most developers anticipate. We have reviewed borehole logs across the RG postcode area where near-surface alluvium overlies the Reading Formation clays, and the perched groundwater often catches foundation design off guard. A field permeability test using Lefranc or Lugeon procedures removes that guesswork, delivering the hydraulic conductivity values that drainage engineers and structural designers actually need. Our laboratory operates under UKAS-accredited procedures, executing BS 5930 compliant tests that feed directly into Eurocode 7 (BS EN 1997-2:2007) design scenarios for retaining walls, deep excavations, and cut-and-cover infrastructure.

In the Thames Valley, a single Lefranc test at foundation depth can reveal perched water that completely changes the excavation support design.

Methodology and scope

The geology beneath Reading transitions rapidly from the London Clay Formation across the northern borough to the Lambeth Group sands and gravels south of the M4 corridor, creating sharp permeability contrasts that a desk study alone cannot resolve. When we run a Lefranc test in a borehole within these variable deposits, we isolate a test section at the exact depth of interest and measure the rate at which water flows under a constant or falling head, giving a direct k-value for that stratum. For bedrock investigations in the underlying Chalk, the Lugeon method applies a pressurised water injection through a packer system, quantifying fracture flow and the rock mass permeability in Lugeon units. The data from these tests often defines the dewatering strategy, and we frequently combine the results with a grain size analysis to correlate in-situ behaviour with laboratory classification of the same material.
Field Permeability Testing in Reading (Lefranc & Lugeon)
Technical reference image — Reading

Local geotechnical context

A project near the Reading IDR involved a basement excavation where the contractor assumed the Lambeth Group sands would be dry based on a single borehole log from the preliminary investigation. During construction, a thin gravel lens intercepted groundwater from the Kennet floodplain, and the inflow rate overwhelmed the sump pumps within hours. The client lost three weeks of programme while we mobilised to run Lefranc tests at multiple horizons, which revealed a perched aquifer at 4.2 metres depth with a permeability two orders of magnitude higher than the surrounding strata. The revised dewatering design required deepwell systems instead of the originally specified wellpoints, and the additional cost ran into six figures. In our experience across Berkshire, the cost of a field permeability test programme upfront rarely exceeds the contingency spend that projects burn through when groundwater surprises appear mid-excavation.

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Technical parameters

ParameterTypical value
Test standardBS 5930:2015 + A1:2020
Design frameworkEurocode 7 (BS EN 1997-2:2007)
Soil test typeLefranc (constant/falling head)
Rock test typeLugeon (packer injection)
Typical test depth range3 to 60 metres
K-value range measurable1×10⁻⁷ to 1×10⁻² m/s
Borehole diameter76 to 150 mm (depending on stratum)
ReportingFactual and interpretative reports

Related services

01

SPT Drilling and Sampling

Cable percussion and rotary drilling across the Thames Valley, recovering disturbed and undisturbed samples from the London Clay, Lambeth Group, and Chalk formations with full BS 5930 logging.

02

Packer Permeability in Rock

Lugeon testing in the White Chalk Subgroup using single and double packer configurations to assess fracture connectivity and rock mass hydraulic conductivity for tunnel and shaft projects.

03

Dewatering Assessment

Interpretative reporting that translates k-values into pumping rate estimates, well spacing, and drawdown predictions for temporary works design and environmental permit applications.

Relevant standards

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 22282-2:2012 – Geotechnical investigation and testing, Part 2: Water permeability tests in a borehole using open systems, BS EN ISO 22475-1:2021 – Sampling and groundwater measurements

Common questions

What is the difference between a Lefranc test and a Lugeon test?

A Lefranc test measures permeability in soils and very weak rock by injecting or extracting water through an open borehole section, typically under low pressure, and is suited to granular or cohesive strata. A Lugeon test is designed for fractured rock and uses a packer to isolate a section of borehole, injecting water at stepped pressures to assess rock mass permeability in Lugeon units. In Reading, we typically use Lefranc in the Lambeth Group sands and Lugeon in the Chalk bedrock, following the procedures set out in BS EN ISO 22282-2.

How much does a field permeability test cost in Reading?

For a standard Lefranc or Lugeon test programme in the Reading area, budget between £540 and £730 per test point, depending on depth, access conditions, and the number of tests required. A full investigation with multiple test horizons will naturally fall at the upper end of the range. We provide fixed-price quotations after reviewing your site location and ground investigation specification.

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

The field execution of a single Lefranc or Lugeon test generally takes between one and two hours once the borehole is advanced, excluding rig setup. We deliver factual data within two to three working days of site completion, and an interpretative report with k-values and dewatering recommendations follows within five to seven working days, depending on the number of test points and the complexity of the ground conditions.

Which standard governs permeability testing for UK projects?

Field permeability testing in the UK is governed principally by BS 5930:2015 + A1:2020, with additional procedural detail provided in BS EN ISO 22282-2:2012. For design purposes, the results feed into the ground investigation framework of Eurocode 7 (BS EN 1997-2:2007). Our laboratory operates under UKAS accreditation, ensuring full traceability and compliance with Network Rail, Environment Agency, and NHBC requirements.

Location and service area

We serve projects in Reading and surrounding areas.

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