Geelong Au
Geelong, Australia

Ménard Pressuremeter Test (PMT) in Geelong

In Geelong, many projects cut into the Newer Volcanics basalt or the Quaternary alluvium along the Barwon River. A standard SPT in basalt gives a blow count that is hard to convert to a useful modulus. That is where the Ménard pressuremeter test (PMT) comes in. It measures the soil or rock in situ under controlled radial expansion. We get the Ménard modulus (EM) and the limit pressure (pL) directly. These two numbers feed into bearing capacity and settlement calculations without relying on empirical correlations. For deep foundations, the PMT is the reference method in the French pressuremeter rules (NF P94-110) and is increasingly adopted in Australian practice, especially in Geelong’s mixed geology.

Illustrative image of Presurometro in Geelong
The PMT gives EM and pL directly—no correlations, no guesswork. In jointed basalt it is the only reliable way to size a pile.

Scope of work in Geelong

We follow AS 1726:2017 for site investigation and NF P94-110 for the PMT procedure. The test is performed in a pre-drilled borehole using a three-cell probe inflated at constant volume increments. From the pressure-volume curve we derive the creep pressure (pf), the limit pressure (pL) and the Ménard modulus (EM). These parameters define the pressuremeter net limit pressure (pL*) and the rheological factor. In Geelong, where basalt can be jointed and the alluvium is often loose to medium dense, the PMT captures the real deformability better than any index test. We often pair it with a [resistivity survey](resistividad-electrica-sev) to map lateral variability or with [pressuremeter data](dilatometro) when the client needs both modulus and horizontal stress.
Ménard Pressuremeter Test (PMT) in Geelong
ParameterTypical value
Test typeMénard pressuremeter (PMT)
Probe diameter44 mm (BX) or 58 mm (NX)
Measured parametersE_M (Ménard modulus), p_L (limit pressure), p_f (creep pressure)
Borehole preparationDry drilling, minimal disturbance, casing if required
Loading incrementsConstant volume, 8–12 increments per test
Applicable depth range1 m to 30 m below ground level
Output for foundation designBearing capacity (q_u) and settlement (s) per NF P94-110
Typical cycle time per test20–30 minutes in stiff clay or basalt

Typical technical challenges in Geelong

The main risk in Geelong is assuming basalt behaves like a homogeneous rock. Joints and vesicular zones cause localised weakness that a SPT or point load test can miss. In the Belmont and Highton suburbs, the basalt cap is often only 2–4 m thick, underlain by soft clay or sand. A pile socketed into basalt may actually bear on weathered rock with an EM one order of magnitude lower. The PMT detects these weak zones by giving a continuous profile of modulus and limit pressure. Without it, the foundation design is based on assumptions that may not hold.

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Email: contact@geotechnicalengineering1.vip
Applicable standards: AS 1726:2017 Geotechnical site investigations, NF P94-110–1999 Ménard pressuremeter test, AS 1289 Standard test method for prebored pressuremeter testing in soils

Our services

We offer two complementary PMT-based services that cover the typical needs of Geelong projects.

PMT for shallow foundations

We run PMTs at multiple depths within the foundation zone to obtain EM and pL for each stratum. The results feed directly into elastic settlement and bearing capacity calculations for footings on basalt, stiff clay, or cemented sand.

PMT for pile design

For bored piles in Geelong, we perform PMTs at pile toe depth and at 1 m intervals along the shaft. The limit pressure profile defines the end-bearing and side-friction parameters according to the pressuremeter method (Frank & Zhao).

Frequently asked questions

How does the Ménard pressuremeter test differ from a standard SPT?

The SPT measures a dynamic blow count that correlates to relative density or consistency. The PMT measures a stress-strain curve under controlled radial expansion, giving the Ménard modulus (EM) and limit pressure (pL) that are direct inputs for settlement and bearing capacity calculations. In Geelong’s basalt, the PMT captures the real deformability of joints and vesicles, which the SPT cannot.

What is the typical cost range for a PMT in Geelong?

The cost for a Ménard pressuremeter test in Geelong is between AU$1,770 and AU$2,120 per test depth, including drilling, probe, and field report. The total depends on access, number of tests, and whether casing is required in collapsing ground. Contact us for a project-specific quote.

In which ground conditions is the PMT most useful in Geelong?

The PMT is most valuable in the Newer Volcanics basalt (jointed, vesicular) and in the Quaternary alluvium (loose sand, soft clay) along the Barwon River. In stiff clay of the Pliocene Moorabool Viaduct formation, the PMT gives a reliable modulus for raft foundation design. It is less useful in clean gravel or bouldery ground where the probe cannot expand uniformly.

How long does a PMT campaign typically take for a residential site?

For a standard residential lot in Geelong, we usually run 3 to 5 PMTs at different depths in one borehole. The field work takes half a day including drilling, probe calibration, and testing. The laboratory analysis and report are delivered within three working days. The total turnaround is faster than a full triaxial suite.

Coverage in Geelong