Gatineau Ca
Gatineau, Canada

MASW / VS30 Shear Wave Velocity Study in Gatineau

Gatineau sits on the Ottawa-Bonnechere Graben, where the bedrock depth varies dramatically from less than 2 meters in the Aylmer sector to over 30 meters of soft Champlain Sea clay in the Hull district. This geological contrast makes shear wave velocity profiling essential for seismic design. Our MASW surveys directly measure VS30 — the average shear wave velocity in the upper 30 meters — providing the site class required by the National Building Code of Canada. Before proceeding with detailed foundation design, many projects benefit from integrating MASW results with a calicatas exploratorias to correlate geophysical data with visual soil classification.

Illustrative image of MASW / VS30 (shear wave velocity) in Gatineau
VS30 from MASW is the primary parameter for NBCC seismic site classification; a 50 m/s error can shift a Site Class D to C, altering design accelerations by 30%.

Scope of work in Gatineau

The urban expansion of Gatineau into former agricultural and marsh zones has created a patchwork of soil conditions that challenge standard geotechnical approaches. Our MASW methodology follows ASTM D4428 standards, deploying a 24-channel seismograph with 4.5 Hz geophones spaced at 2 to 5 meters. We acquire Rayleigh wave data and invert the dispersion curve to produce a 1-D shear wave velocity profile. For deeper bedrock targets or sites with high ambient noise from Highway 5 or the Portage Bridge, we combine active-source MASW with passive microtremor array measurements. This hybrid approach cross-validates velocities and reduces uncertainty. The output VS30 value directly determines the NBCC Site Class (A through F), which controls the design spectral acceleration for structures in Gatineau. When soft clay layers are present, we also recommend a complementary ensayo CPT to obtain continuous tip resistance and pore pressure profiles for liquefaction screening.
MASW / VS30 Shear Wave Velocity Study in Gatineau
ParameterTypical value
VS30 range measured in Gatineau180 – 760 m/s (Site Classes C to E)
MASW array length48 to 120 m depending on target depth
Frequency range of source5 – 80 Hz sledgehammer or accelerated weight drop
Depth of investigationUp to 40 m with standard spread
Data inversion softwareSurfSeis / Geopsy / DINVER with 1-D least-squares
Uncertainty in VS30±10% after multi-channel stacking and dispersion curve QC

Typical technical challenges in Gatineau

In Gatineau's Plateau sector, stiff glacial till over bedrock yields VS30 values above 600 m/s (Site Class C), whereas along the Rivière des Outaouais floodplain the soft silty clay drops velocities below 250 m/s (Site Class E). This twofold difference means a building designed for the Plateau could suffer amplified shaking and potential liquefaction if built on the floodplain without proper site-specific MASW data. Many structures in the old Hull district were built before the 2005 NBCC seismic provisions; retrofitting them requires reliable VS30 profiles to avoid over-conservative — and expensive — strengthening measures.

Need a geotechnical assessment?

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Email: contact@geotechnical-engineering.org
Applicable standards: ASTM D4428 (MASW field and inversion), NBCC 2020 Division B, Table 4.1.8.4 (Site Classification), ASCE/SEI 7-22 Chapter 20 (Site Class definitions), CSA A23.3-19 (seismic design of concrete structures)

Our services

Our complete MASW and VS30 service package includes field acquisition, inversion, and reporting tailored to Gatineau's geological context.

Active-Source MASW Survey

24-channel acquisition with sledgehammer or accelerated weight drop; ideal for depths up to 40 m in residential and commercial sites. Includes dispersion curve picking and 1-D inversion.

Passive Microtremor Array (ReMi)

Ambient noise recording with circular or linear arrays to resolve low-frequency dispersion at deeper bedrock interfaces. Essential for sites with thick Champlain Sea clay.

VS30 Site Classification Report

Certified VS30 value with NBCC Site Class assignment, uncertainty analysis, and comparison to adjacent borehole data. Delivered in PDF + digital spreadsheet format.

Integrated MASW + CPT Interpretation

Combined geophysical and geotechnical interpretation for liquefaction triggering assessment per Youd-Idriss (2001) and NCEER guidelines. Includes joint profiles of Vs and cone resistance.

Frequently asked questions

What is the typical cost of a MASW / VS30 survey in Gatineau?

For a standard MASW survey with inversion and NBCC site classification report, costs range between CA$2.180 and CA$4.220 depending on array length, number of profiles, and site access conditions. Volume discounts apply for multi-profile developments.

How deep does MASW investigate in Gatineau's Champlain Sea clay?

With a 48 m active spread and a low-frequency sledgehammer source, we reliably image to 25–35 m depth in soft clay. For deeper investigation (up to 60 m), we use passive microtremor arrays with 50–100 m aperture. The clay's low shear wave velocity (100–250 m/s) actually improves depth penetration because longer wavelengths are generated.

Is MASW accepted by the City of Gatineau for building permit seismic requirements?

Yes. The City of Gatineau's building department accepts MASW-derived VS30 as the primary method for NBCC site classification, provided the survey follows ASTM D4428 and the report is signed by a Professional Engineer licensed in Quebec. We have submitted over 40 MASW reports for permits in Gatineau since 2020.

Coverage in Gatineau