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Seismic Site Response Analysis in Drummondville

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Drummondville sits on the St. Lawrence Lowlands, a region underlain by thick Champlain Sea clay deposits that can amplify seismic waves unpredictably. With a population exceeding 79,000 and growing, the city faces moderate seismic hazard from the Western Quebec Seismic Zone, where historical events like the 1944 Cornwall-Massena earthquake (magnitude 5.8) remind us that ground motion cannot be ignored. Our team has been performing site response analysis here for over a decade, and we consistently find that the deep clay layers shift the natural period of the soil column, which means standard code-based design spectra often underestimate the actual shaking at the surface. That is why we integrate field measurements, such as the [MASW survey](/masw-vs30/) for shear-wave velocity profiles, with laboratory resonant column tests to capture the stiffness degradation and damping characteristics specific to Drummondville's soils.

Illustrative image of Site response analysis in Drummondville
In Drummondville's deep clay, code-based spectra can miss the real amplification — site-specific analysis is the only reliable path.

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Methodology and scope

One project we worked on involved a 10-story residential tower near the intersection of boul. St-Joseph and rue Heriot. The geotechnical investigation revealed over 20 meters of soft to firm clay with interbedded silt layers. We conducted a site response analysis using equivalent-linear methods in DeepSoil, inputting shear-wave velocity data from a VS30 survey and dynamic soil properties from cyclic triaxial tests. The results showed a spectral amplification factor of nearly 2.5 at a period of 0.6 seconds, which directly influenced the structural design.
  • We model the soil column from bedrock to surface, incorporating strain-dependent modulus reduction curves (Darendeli 2001).
  • We consider both the NBCC 2020 uniform hazard spectrum and site-specific deaggregation for return periods of 475 and 2475 years.
  • We provide acceleration time histories compatible with the design spectrum for nonlinear dynamic analysis.
This approach gave the structural engineers clear input for their dynamic analysis, avoiding costly overdesign or unsafe underestimation of seismic demand.
Technical reference — Drummondville

Local considerations

The difference in seismic response between the older neighborhoods on the west side of Drummondville, where glacial till and sand layers dominate, and the newer developments near the Saint-François River, underlain by soft clay, is dramatic. In the clay zones, we have seen amplification factors exceeding 3.0 at periods relevant for 6- to 12-story buildings, while the till areas show much lower amplification. This means a building designed with the same code spectrum for both sites would perform very differently during an earthquake. Our site response analysis quantifies this risk and allows engineers to tailor the foundation system and structural stiffness accordingly, reducing the chance of resonance or excessive drift.

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Email: contact@geotechnical-engineering.org

Applicable standards

NBCC 2020 (National Building Code of Canada) – seismic hazard and site classification, ASTM D4428/D4428M – crosshole seismic testing for shear-wave velocity, CSA A23.3-19 – design of concrete structures for seismic effects

Technical parameters

ParameterTypical value
Shear-wave velocity (VS30)150–280 m/s typical in Drummondville
Site class per NBCC 2020Class D (stiff soil) to Class E (soft soil)
Fundamental period of soil column0.4 to 0.9 seconds
Peak ground acceleration (PGA) for 2% in 50 years0.28g to 0.42g
Strain-dependent damping ratio at 0.1% strain1.5% to 3.0%
Depth to bedrock (seismic basement)25 to 50 meters

Frequently asked questions

Why is site response analysis necessary in Drummondville?

Drummondville's thick Champlain Sea clay deposits can amplify seismic waves by a factor of 2 to 3 or more, especially at periods between 0.4 and 0.9 seconds. The NBCC 2020 site classification alone does not capture this amplification accurately, so a site-specific analysis is needed to avoid under-design or unnecessary overdesign.

What data do you need to perform a site response analysis?

We need a shear-wave velocity profile (VS30 or deeper), soil layer thicknesses and densities, and strain-dependent modulus reduction and damping curves for each layer. We can obtain these from geophysical surveys like MASW and from dynamic laboratory tests on undisturbed samples.

How much does a site response analysis cost in Drummondville?

The cost typically ranges from CA$1.730 to CA$6.150 depending on the number of boreholes, the depth of profiling, and whether dynamic laboratory testing is required. We provide a detailed quote after reviewing the project scope.

Can you use existing borehole data for the analysis?

Yes, if we have reliable shear-wave velocity measurements and soil classification from those boreholes. However, we often recommend a dedicated geophysical survey (MASW) because standard penetration test data alone does not provide the stiffness profile needed for accurate site response.

Location and service area

We serve projects across Drummondville.

Location and service area