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In Situ Permeability Testing (Lefranc & Lugeon) in Belfast

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One of the most common oversights we see in Belfast is assuming that the permeability of the local glacial till is uniform enough to skip site-specific testing. Contractors will often bank on a desk study value for hydraulic conductivity, only to find groundwater pouring into an excavation at rates their sump pumps simply can't handle. The city sits on a complex mosaic of lodgement till, glaciofluvial sands, and weathered Mercia Mudstone, meaning two boreholes fifty metres apart can yield completely different permeability characteristics. A properly executed field permeability test removes the guesswork from dewatering design, allowing you to size pumps, specify cutoff walls, or design grouting programmes based on what the ground actually does rather than what the textbook says it should do. We run both the Lefranc method for variable-head checks in soil and the Lugeon test in fractured rock, following BS 5930:2015 procedures to give you defensible, repeatable data for your temporary works and permanent drainage strategies.

A single Lugeon test in fractured Mercia Mudstone tells you more about real groundwater behaviour than a dozen lab permeameter tests on intact core.

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Belfast's superficial geology is dominated by the Belfast Upper Till, a stiff, overconsolidated diamict deposited during the last glacial advance. The till itself typically shows very low hydraulic conductivity in the range of 10⁻⁸ to 10⁻¹⁰ m/s, but it is riddled with lenses of sorted sand and gravel that can act as preferential flow paths. Where the till thins out toward the Lagan Valley floor, groundwater often moves laterally within these lenses at rates that surprise even experienced ground engineers. The Lefranc test is particularly suited here because it isolates a discrete test interval within the borehole—either a slotted casing segment or a packed-off section—and measures the recovery rate after either bailing or adding water. For deeper investigations into the underlying Mercia Mudstone Group, which in Belfast is frequently jointed and can transmit water through fracture networks, we switch to the Lugeon method. This involves injecting water under stepped pressure stages and recording the take in litres per minute per metre of test section, expressed in Lugeon units. The result directly informs grouting decisions and shaft lining requirements, and when combined with a site investigation borehole we can correlate permeability with SPT N-values and lithology for a fully integrated ground model.
In Situ Permeability Testing (Lefranc & Lugeon) in Belfast
Technical reference — Belfast

Local ground factors

The damp Belfast climate, with over 850 mm of annual rainfall spread fairly evenly across the year, keeps the shallow groundwater table persistently high across much of the city basin. This means that even a modest basement dig in the Titanic Quarter or a utility trench along the Ormeau Road can encounter water inflow that stalls progress and creates instability in the sidewalls. Where the till contains sand partings, as it frequently does within the Malone Sands complex south of the city centre, the risk of piping and internal erosion increases sharply once the excavation breaks into a pressurised lens. A Lefranc test run at multiple depths within the same borehole will flag these permeable horizons before the excavator bucket ever touches them, giving the designer enough lead time to specify targeted dewatering, wellpoint arrays, or jet grout bottom plugs where the hydraulic conductivity exceeds the site's safe threshold for open pumping. Ignoring this step in Belfast's layered drift deposits is not a gamble on costs—it is a direct gamble on programme certainty.

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Relevant standards

BS 5930:2015 + A1:2020 Code of practice for ground investigations, BS EN ISO 22282-2:2012 Geotechnical investigation and testing — Geohydraulic testing, Eurocode 7: BS EN 1997-2:2007 Ground investigation and testing

Typical values

ParameterTypical value
Test methodLefranc (variable head) / Lugeon (constant head)
StandardBS 5930:2015 + A1:2020, BS EN ISO 22282
Test interval length0.5 m to 3.0 m depending on stratum
Soil types testedGlacial till, alluvium, sand lenses, weathered mudstone
Rock types testedMercia Mudstone, Sherwood Sandstone, basalt
Reporting outputHydraulic conductivity k (m/s) or Lugeon units (Lu)
Typical k range measured1 × 10⁻⁴ to 1 × 10⁻⁹ m/s

Frequently asked questions

What's the difference between a Lefranc test and a lab permeameter test on a soil sample?

A lab permeameter test measures the hydraulic conductivity of a small, intact soil specimen, typically 75 mm or 100 mm in diameter, under controlled laboratory conditions. A Lefranc test measures the permeability of the ground in situ, over a test section that can span half a metre or more, capturing the influence of fissures, gravel partings, and macrostructure that a small sample will miss. In Belfast's heterogeneous till, the in situ value is routinely one to two orders of magnitude higher than the lab value, which is why BS 5930 recommends field testing for any excavation where groundwater control is critical.

How many Lefranc or Lugeon tests do I need for a typical Belfast site?

It depends on the site stratigraphy and the size of the development, but as a rule of thumb we recommend at least one test per distinct hydrogeological unit per borehole. For a mid-rise basement excavation on a 0.2-hectare city-centre plot, that typically translates to three to five Lefranc tests at varying depths within the till and one Lugeon test where the borehole penetrates the underlying mudstone. The key is to capture vertical variability—running a single test at the base of a single borehole tells you almost nothing about what is happening 3 metres higher up in a sand lens.

How long does a field permeability test take on site?

A single Lefranc variable-head test typically takes between 45 and 90 minutes once the borehole has been advanced to the test depth, including packer inflation, the water level change cycle, and the recovery monitoring period. A full five-stage Lugeon test in rock usually runs for about two hours per test interval. We always advise programming these tests into the drilling schedule from the outset rather than treating them as an add-on, because the rig needs to remain over the borehole with the test assembly in place until the data stabilises.

What does a Lefranc or Lugeon test cost in the Belfast area?

For a Lefranc variable-head test within a soil borehole, budget between £430 and £620 per test interval depending on depth and access conditions. A full five-stage Lugeon packer test in rock typically falls in the £550 to £870 range per interval. These figures cover the on-site testing, data logging, and the engineering report with calculated k values and Lugeon unit plots. The final cost depends on the number of tests, the drilling setup, and whether we are mobilising to a standalone investigation or adding permeability testing to an existing ground investigation programme.

Location and service area

We serve projects across Belfast and surrounding areas. More info.

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