Geotechnical Site Investigation · test details

Marchetti Dilatometer

The Marchetti blade measures in situ soil stiffness with high repeatability, providing modulus, horizontal stress and stress history at every 20 cm of depth.

Method MarchettiSeismic version SDMTFocus deformability
HomeServicesGeotechnical Site InvestigationMarchetti DilatometerTest details
The test

Principle and application

Settlement is a stiffness problem, not only a strength one. The DMT measures soil deformability directly and repeatably, feeding settlement prediction with reliable parameters.

Procedure

The test in stages

1

Blade penetration

The dilatometer blade is pushed into the ground using the same reaction as the CPTu.

2

Membrane expansion

The steel membrane is expanded with gas and the A and B pressures are recorded.

3

Reading by depth

The step is repeated every 20 cm, building the profile of the Marchetti indices.

4

Seismic modulus (SDMT)

In the seismic version, the shear wave velocity Vs is also measured.

SDMT (seismic dilatometer) test in the field.
SDMT (seismic dilatometer) test in the field.
In video

The test in the field

Marchetti Dilatometer (DMT) · internal working principle · Damasco Penna video
Marchetti Dilatometer (DMT) · internal working principle · Damasco Penna on YouTube
Standard and parameters

According to Marchetti

StiffnessDilatometer modulus and constrained modulus
Horizontal stressKD index and K0 estimate
HistoryOverconsolidation ratio (OCR)
S wave (SDMT)Vs velocity and shear modulus G0
Quality assurance

Quality and field operation

Data quality

  • Membrane calibration before and after each vertical.
  • Procedure following the established Marchetti practice.
  • Digital acquisition and consistency check of the indices.
  • Interpretation by a geotechnical engineer.

Safety and operation

  • Ready for high demand areas: mining, industry and ports.
  • Organized, signposted work front with a health and safety procedure.
  • Own crews and fleet, including on night shifts.
Deliverables

The deliverable

DMT profileID, KD, ED indices by depth
ParametersDerived modulus, OCR, K0 and Su
Vs profile (SDMT)Shear wave velocity, when seismic
Typical lead timeDepending on depth and number of verticals
Applications

Sectors and project types

Embankments over soft soilDamsPort worksLarge foundationsSeismic analysis
FAQ

Frequently asked questions about the Marchetti Dilatometer

What is the Marchetti dilatometer for?

Settlement is a stiffness problem, not only a strength one. The DMT measures soil deformability directly and repeatably, feeding settlement prediction with reliable parameters.

What is the advantage of the DMT over the SPT?

The DMT measures stiffness directly and repeatably, which the SPT does not. For settlement prediction and for soft soils, the DMT (and the SDMT) provide far more reliable parameters.

What does the seismic version (SDMT) add?

Besides the Marchetti indices, the SDMT measures the shear wave velocity Vs, essential for the dynamic modulus and for studies of the ground seismic response.

Do the DMT and the CPTu complement each other?

Yes. The CPTu is strong on stratigraphy and strength; the DMT is strong on stiffness and stress history. Together they complete the parameter picture.

Related technical bulletin

The Marchetti dilatometer in Brazilian practice

Technical bulletin on the application of the DMT and the SDMT in domestic soft soils.

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