GEOTECHNICAL ENGINEERING1
Porirua, New Zealand
contact@geotechnical-engineering1.co
HomeIn-Situ TestingField permeability test (Lefranc/Lugeon)

Field Permeability Testing (Lefranc & Lugeon) in Porirua

When we pull up to a site in Porirua, the first thing we unload is the double-packer assembly and the calibrated pressure gauge. Running a Lugeon test here is rarely textbook. The fractured greywacke underlying much of the city, particularly around the hillsides of Whitby and Aotea, can accept water in unpredictable ways, and a Lefranc test in the alluvial silts near Porirua Stream needs a careful eye on borehole stability. We set up the water meter, check the constant-head tank, and start recording flow rates every minute. The team works methodically because we know that the permeability values we measure will directly inform dewatering plans and foundation drainage for a project that has to withstand 1200 mm of annual rainfall and occasional seismic shake-ups. Combining this with an SPT drilling program helps us correlate the permeability profile with the actual soil stratigraphy encountered.

A Lugeon value of less than 1 means the rock mass is practically watertight; above 10, you are dealing with open fractures that will take grout easily.

Methodology and scope

Porirua's coastal exposure means we are often testing saturated ground where the water table sits barely half a metre down, especially in the low-lying areas of Pāuatahanui. This creates a specific challenge for in-situ permeability: maintaining a stable borehole while a Lefranc test is running requires quick casing advancement, otherwise the fine sandy silts collapse into the cavity and skew the readings. We use a falling-head setup for the low-permeability layers and switch to constant-head or Lugeon pressure steps when we hit the more fractured rock. The test is not just about a number; we observe the pressure-flow relationship over five or six stages to detect turbulent flow or fracture dilation, which tells the design engineer whether the ground will tighten up under injection or open up.
  • Constant-head and falling-head Lefranc tests in overburden
  • Lugeon packer testing with five-step pressure stages (EN ISO 22282-3)
  • Real-time flow rate logging at 1-minute intervals
  • Integration with borehole logs and core recovery data
Field Permeability Testing (Lefranc & Lugeon) in Porirua

Local considerations

Porirua sits in a high seismic hazard zone (Z=0.40 per NZS 1170.5) and receives over 1200 mm of rain each year. This combination makes groundwater control a safety-critical issue, not a comfort one. If the in-situ permeability assessment underestimates the hydraulic conductivity of a weathered greywacke layer, a retaining wall drainage system designed for the wrong flow rate will clog or bypass, leading to hydrostatic pressure buildup behind the wall. We have seen slope failures in the region triggered by exactly that scenario after a sustained wet winter. A Lefranc test skipped or a Lugeon test run with too few pressure steps can miss a high-permeability fracture set that later causes a blowout during grouting or a flooded excavation. Our job is to spot these features before the digger arrives.

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Applicable standards

EN ISO 22282-3:2012, NZGS Guidelines for Geotechnical Investigation, NZS 1170.5:2004 (Seismic)

Associated technical services

01

Lugeon Packer Testing in Rock

Five-step pressure testing using a double-packer system in HQ or NQ boreholes. We measure the water take at each step to characterise fracture aperture and spacing in the greywacke basement.

02

Lefranc Variable & Constant Head Tests

In-situ permeability measurement in soils and weathered rock, using a slotted standpipe and calibrated water meter. Suitable for alluvial silts, gravels, and residual clays.

03

Borehole Stability & Casing Management

We coordinate casing advancement and drilling fluid management to maintain a clean test zone, critical in the collapsible silty sands common in the Porirua basin.

04

Permeability Profiling & Reporting

Combined log of SPT, core recovery, and k-value per depth, delivered with pressure-flow plots and Lugeon values tabulated for direct input into grouting or drainage designs.

Typical parameters

ParameterTypical value
Test MethodLefranc (variable / constant head), Lugeon (packer)
Standard ReferenceEN ISO 22282-3:2012, NZGS guidelines
Borehole DiameterTypically HQ/NQ for rock, 100-150 mm casing for soils
Pressure Steps (Lugeon)5 stages (Pmin-Pmax-Pmin), max 1 MPa unless otherwise specified
Measurement Interval1-minute flow rate readings, pressure transducer logging
Reporting ParameterHydraulic conductivity k (m/s), Lugeon value (l/min/m/MPa)
Typical Porirua k range (alluvium)1x10^-7 to 1x10^-4 m/s
Typical Porirua k range (greywacke)1x10^-8 to 5x10^-5 m/s (fracture-dependent)

Frequently asked questions

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

A Lefranc test measures hydraulic conductivity in soil or very weathered rock using an open borehole section. A Lugeon test uses an inflatable packer to isolate a specific interval in rock and applies stepped water pressures to assess fracture conductivity.

How long does a field permeability test take on a Porirua site?

A single Lefranc test can run in 30-60 minutes once the borehole is stable. A full Lugeon test with five pressure steps takes around 90 minutes. Setup and borehole preparation add time depending on the ground conditions.

What does a field permeability test cost in Porirua?

For a Lefranc or Lugeon test as part of a wider investigation programme, the cost typically ranges from NZ$1,010 to NZ$1,630 per test, depending on depth, access, and the number of pressure steps required.

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

A Lugeon test is specified when you need to assess the groutability or hydraulic behaviour of fractured rock, for example for dam foundations, tunnel linings, or deep excavations into the greywacke rock beneath Porirua.

Location and service area

We serve projects across Porirua and its metropolitan area.

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