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Field Permeability Testing (Lefranc/Lugeon) in Quebec City

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Quebec City sits atop a complex geology carved by the Champlain Sea and the Laurentide Ice Sheet, where the St. Lawrence River meets the Canadian Shield at just 46.8 degrees north. The local bedrock, primarily Ordovician shale and limestone, is riddled with fractures that control groundwater movement, while the overlying glacial till and sensitive marine clays present a radically different permeability profile. A field permeability test, whether the Lefranc method in soil or the Lugeon test in rock, becomes indispensable when designing dewatering systems or assessing dam foundations in this UNESCO-listed landscape. The team applies these in situ techniques to measure hydraulic conductivity directly where the water flows, avoiding the disturbance that remolding brings to lab samples. For deeper investigations into the stratigraphy before installing piezometers, the crew often runs a CPT test to map the transition from Champlain Sea silts into the underlying till, which feeds directly into the Lugeon test interval selection within the fractured caprock.

In Quebec City's fractured limestone, a Lugeon value above 20 LU often signals that systematic grouting is needed before any underground excavation begins.

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Our approach and scope

The application of ASTM D4630 for the constant-head method and ASTM D6391 for packer tests in rock anchors the procedure in Quebec City, where the National Building Code of Canada (NBCC) and CSA A23.3 dictate that foundation drainage must account for seasonal freeze-thaw cycles that can temporarily seal or open near-surface fractures. A Lefranc test is executed within a single borehole section isolated by a packer, injecting water at a controlled head and measuring the flow rate until stabilization, which yields a reliable K-value for the Champlain Sea clays that can vary by an order of magnitude across a single lot. The Lugeon test, in turn, is run in five pressure stages in the shale and limestone members, where a Lugeon unit below 3 indicates tight rock suitable for an unlined tunnel, while values exceeding 20 suggest the need for systematic grouting. In the limestone of the Saint-Lawrence Lowlands, a single borehole sometimes reveals interbedded layers where a Lefranc test in the overburden is paired with a Lugeon test in the bedrock, and the results are cross-checked with a grain-size analysis to correlate K-values with the fines content of the till.
Field Permeability Testing (Lefranc/Lugeon) in Quebec City
Technical reference — Quebec City

Site-specific factors

A common observation in the Quebec City region is that contractors sometimes assume the dense glacial till is impermeable, only to find that sand lenses within the till act as preferential flow paths that destabilize a deep excavation during the spring thaw. When the Lugeon test is skipped in the Trenton limestone, a foundation pit can flood rapidly through an interconnected fracture network that was invisible from the surface, delaying the project by weeks and requiring emergency dewatering that was never budgeted. The sensitive marine clays add another layer of complexity: a Lefranc test that shows a low K-value might give a false sense of security, because the same clay can liquefy under dynamic loading, a phenomenon that the team evaluates with a dedicated liquefaction assessment when the seismic microzonation map of the Capitale-Nationale region indicates a moderate hazard. Ignoring the anisotropy of the rock mass, where horizontal permeability in the bedding planes is ten times the vertical permeability, leads to underestimating the inflow into a rock-socketed pile and compromising the structural integrity of the foundation.

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Applicable standards

National Building Code of Canada (NBCC) 2015, Part 4, CSA A23.3: Design of Concrete Structures, ASTM D4630: Standard Test Method for Determining Transmissivity and Storage Coefficient of Low-Permeability Rocks, ASTM D6391: Standard Test Method for Field Measurement of Hydraulic Conductivity Using Borehole Infiltration

Reference parameters

ParameterTypical value
Test method for soilLefranc (constant or variable head)
Test method for rockLugeon (5-stage pressure test)
Applicable rock standardASTM D4630 / D6391
Typical K range in Champlain clay10^-7 to 10^-9 m/s
Lugeon unit threshold for grouting> 20 LU
Packer type for fractured rockPneumatic double packer
Test interval length (rock)3 to 5 m typical

Quick answers

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

The Lefranc test is designed for soils and very soft rock, where water is injected into an isolated section of a borehole and the flow rate at a constant head or the fall of the water level is measured. The Lugeon test is specifically for fractured rock: it uses five pressure stages in a packer-isolated interval to calculate the Lugeon unit (1 LU = 1 liter per meter of test interval per minute at 10 bars), and the shape of the pressure-flow curve reveals whether the rock mass dilates, washes out, or exhibits laminar flow.

How much does a field permeability test program cost in Quebec City?

A test program that includes one Lefranc test and one Lugeon test in a single borehole typically ranges from CA$730 to CA$1,490, depending on the depth of the test interval, the overburden thickness, and the mobilization distance within the Capitale-Nationale region. Multi-level Lugeon profiling in a deep borehole will be at the higher end of the range due to the time required for packer repositioning and pressure stabilization at each stage.

Which ASTM standards apply to packer tests in rock?

The relevant standards are ASTM D4630 for determining transmissivity and storage coefficient of low-permeability rocks using the constant-head injection method, and ASTM D6391 for field measurement of hydraulic conductivity by borehole infiltration. The Lugeon test is also described in the USBR Earth Manual and in Houlsby's 1976 paper, which remains the practical reference for interpreting the five-stage pressure pattern.

How many Lugeon test intervals are needed for a tunnel project in Quebec City?

The number depends on the length of the tunnel and the variability of the rock mass, but as a guideline, one test every 30 to 50 meters along the alignment is common, with each borehole testing multiple intervals at different depths to capture the vertical heterogeneity of the Trenton limestone. The program is adjusted once the first boreholes reveal the dominant fracture sets and the range of Lugeon values, focusing additional tests on zones with high fracture frequency or karstic features.

Location and service area

We serve projects in Quebec City and surrounding areas.

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