Geotechnical Site Investigation · service

Menard Pressuremeter Test (PMT)

An expandable membrane probe applies radial pressure to the soil inside a pre-bored hole and measures the in situ stress-strain curve, the strength, the stiffness and the ground stresses.

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The test

Principle and application

Developed by the engineer Louis Ménard in France in the 1950s, the Ménard pressuremeter (PMT) is a device with an expandable membrane for measuring the strength, the stiffness and the in situ stresses of the soil. It is the main form of geotechnical investigation used in France, with an extensive body of literature, and is well suited to obtaining the stress-strain relationship of the layers investigated.

Typical applications: deep foundations and piles, shallow foundations, projects where in situ stiffness matters, french method (Fascicule 62), saturated clays and sandy soils and industry and ports.

Procedure

The test in stages

1

Pre-boring the hole

The pressuremeter probe is inserted into a previously drilled hole, with a diameter slightly larger than that of the probe.

2

Positioning at depth

The probe is lowered to the test depth, at the level where the soil behavior is to be measured.

3

Applying radial pressure

A uniform radial pressure is applied to the borehole wall by injecting water and nitrogen, expanding the membrane against the soil.

4

Recording the pressure-volume curve

The applied pressure and the volume expansion of the probe are measured and recorded in the control box, yielding the stress-strain relationship of the layer.

Quality controls: probe and membrane calibrated and verified before each campaign, controlling the volume and pressure losses, pre-boring with a controlled diameter, matched to the probe, so the borehole wall is not disturbed, auditable recording of pressure and volume throughout the test and interpretation and report reviewed by a geotechnical engineer.

In video

The test in the field

Ménard Pressuremeter (PMT) test · Damasco Penna video
Ménard Pressuremeter (PMT) test · Damasco Penna on YouTube
Standard, parameters and deliverable

According to ISO-22.476-4 · ASTM D4719

The test is standardized by ISO 22476-4 and ASTM D4719. It provides quantities measured directly at the test depth:

Pressuremeter modulusMénard pressuremeter modulus (EM), the in situ soil stiffness
Creep pressureCreep pressure, marking the transition in soil behavior
Limit pressureMénard limit pressure (pL), the soil resistance to cavity expansion

Through correlations, the results allow the assessment of:

DeformabilitySoil modulus of elasticity (E)
Saturated claysUndrained shear strength (Su)
Sandy soilsEffective friction angle (ø)
FoundationsBearing capacity and settlement of shallow and deep foundations
Pressuremeter profilePressure-volume curves and EM and pL values by depth
Derived parametersModulus E, Su, friction angle and bearing capacity and settlement, when interpretation is contracted
ReportReport with the curves, the pressure and volume records and the calculation notes
Typical lead timeAccording to depth and number of verticals

Performed to the same QA/QC, safety and site standard as every Damasco Penna service, described in Quality and field operations.

FAQ

Frequently asked questions about the Ménard Pressuremeter

What is the Ménard Pressuremeter used for?

The test measures the strength, the stiffness and the in situ stresses of the soil. It provides the Ménard pressuremeter modulus, the creep pressure and the limit pressure, obtained from the pressure-strain relationship recorded during the expansion of the probe.

What is the Ménard limit pressure?

The limit pressure (pL) is the pressure associated with the limit of cavity expansion, when the soil around the probe reaches failure. It is one of the main results of the test and is the basis for calculating the bearing capacity of foundations in the French method.

How does the PMT differ from the CPTu and the DMT?

The CPTu and the DMT are pushed into the ground and measure almost continuously; the PMT is run in a pre-bored hole, point by point, and measures the pressure-strain relationship and the limit pressure directly, the basis of the French foundation method. The methods complement one another.

Where is the PMT most used?

It is the main form of geotechnical investigation in France and is applied in the design of shallow and deep foundations, with well-established correlations for bearing capacity and settlement.

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