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Flat Dilatometer Test (DMT) in Drummondville – Geotechnical Profiling for St. Francis River Soils

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Drummondville sits at roughly 85 metres above sea level on the St. Francis River floodplain, where thick layers of soft clay and silty sand dominate the subsurface. The flat dilatometer test (DMT) offers a quick, repeatable way to measure lateral earth pressure, deformation modulus, and overconsolidation ratio in these fine-grained deposits. Before we deploy the blade, we often cross-check stratigraphy with a MASW-Vs30 survey to map stiffness contrasts across the site. Our team follows ASTM D6635 (also CFEM Ch 4) (also CFEM Ch 4) (also CFEM Ch 4) (also CFEM Ch 4) (also CFEM Ch 4), pushing the blade at 20 mm/s while recording A and B readings at 200 mm intervals. This method delivers continuous profiles that help engineers design foundations, retaining walls, and embankments with confidence in Drummondville.

Illustrative image of Flat Dilatometer Test (DMT) in Drummondville
The DMT delivers continuous profiles of lateral stress and modulus, making it a reliable tool for soft clay sites along the St. Francis River floodplain.

Our service areas

Methodology and scope

Winter freeze-thaw cycles and spring snowmelt in Drummondville create variable pore pressures that affect soil stiffness. The DMT captures these site-specific conditions by measuring the lift-off pressure (p0) and expansion pressure (p1) every 20 cm. From these raw readings we derive the material index (ID), horizontal stress index (KD), and dilatometer modulus (ED). For layered profiles we combine DMT results with a permeability lab test to assess drainage behaviour in the silt horizons. The equipment is calibrated daily with a pressure transducer traceable to NRC Canada. In Drummondville we have completed DMT soundings for residential subdivisions near Boulevard Saint-Joseph and industrial lots along Autoroute 55, always adjusting the blade advance rate to avoid pore-pressure buildup in sensitive clays.
Technical reference — Drummondville

Local considerations

Soils in Drummondville's southern sectors near the St. Francis River tend toward soft, highly compressible clay, while the northern terraces show stiffer silty sands. Ignoring this lateral variability can lead to differential settlement in strip footings or excessive wall deflection in basement excavations. The DMT identifies overconsolidated crusts and soft pockets better than SPT alone, because it measures stress state directly rather than blow counts. We always recommend coupling DMT with a careful borehole log to confirm soil type boundaries before finalising foundation recommendations in Drummondville.

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Applicable standards

ASTM D6635 (also CFEM Ch 4) (also CFEM Ch 4) (also CFEM Ch 4) (also CFEM Ch 4) (also CFEM Ch 4) (Standard Test Method for Performing the Flat Plate Dilatometer), CSA A23.3-19 (Design of Concrete Structures – Annex for Soil-Structure Interaction), NBCC 2020 – Section 4.2 (Foundation Design and Geotechnical Resistance)

Technical parameters

ParameterTypical value
Material Index (ID)0.1 – 10 (clay to sand)
Horizontal Stress Index (KD)1.0 – 8.0
Dilatometer Modulus (ED)0.5 – 50 MPa
Test interval200 mm continuous
Blade dimensions95 x 95 x 14 mm
Maximum depth40 m (typical)

Frequently asked questions

How deep can the flat dilatometer test reach in Drummondville soils?

Typical maximum depth is 40 metres in soft clay and silt, limited by the thrust capacity of the drill rig and the presence of dense sand layers. In Drummondville we have reached 35 m near the river and 25 m in the northern terraces where glacial till appears.

What is the difference between DMT and CPT for clay profiling?

CPT measures cone resistance and sleeve friction but does not directly capture lateral stress or modulus. DMT provides KD and ED, which are more reliable for estimating K0, OCR, and settlement in soft to firm clays like those in Drummondville. Both are complementary.

Can DMT detect overconsolidated crusts in Drummondville?

Yes. The horizontal stress index (KD) rises sharply in overconsolidated crusts, typically above 3.0. In Drummondville we often see a 1–2 m crust with KD values of 4–6, underlain by normally consolidated clay with KD around 1.5–2.5.

How much does a flat dilatometer test cost in Drummondville?

The typical cost for a DMT sounding in Drummondville ranges between CA$1,050 and CA$1,280 per test point, including mobilization, data processing, and a summary report. Volume discounts apply for multiple soundings on the same site.

Location and service area

We serve projects across Drummondville.

Location and service area