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MASW and VS30 Shear Wave Velocity Testing in Coquitlam

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A six-storey mixed-use project on Glen Drive hit a snag in permitting when the geotechnical review flagged insufficient shear wave data. The site sat on a complex glacial till overburden typical of the Coquitlam River basin, where VS profiles can shift dramatically within 20 metres horizontally. We mobilized a 48-channel MASW array with 4.5 Hz geophones and recorded surface wave dispersion across two orthogonal spreads, resolving a VS30 of 310 m/s that placed the site firmly in NEHRP Class D. In Coquitlam, where the NBCC 2020 seismic hazard values for the Cascadia subduction zone demand accurate site amplification factors, surface wave testing isn't optional box-checking. It's the direct measurement that determines whether your structural design forces multiply by 1.3 or 1.8. For deeper velocity contrasts beneath thick alluvium, we often pair the MASW spread with a seismic refraction line to constrain the P-wave model simultaneously, which tightens the inversion and reduces ambiguity in the top 30 metres.

A 50 m/s difference in VS30 can shift the NBCC site class boundary and alter the seismic design base shear by 20% or more.

Methodology and scope

The NBCC 2020 seismic provisions tie site classification directly to VS30, and Coquitlam's variable geology makes generic correlations unreliable. The city straddles the transition from competent glacial till on the upland slopes near Burke Mountain to soft deltaic deposits and organic silts along the Fraser River lowlands. We run each MASW survey under ASTM D4428/D4428M-17 guidelines, using a minimum 24-channel linear array with active-source sledgehammer shots and passive-source ambient noise recording when the target depth exceeds 30 metres. The dispersion curve extraction follows the phase-shift method, and we invert the fundamental mode with a damped least-squares algorithm that iterates through 15-layer velocity models until the misfit drops below 2%. For sites within the liquefaction-susceptible zones mapped by the District of Coquitlam, the VS profile feeds directly into the Andrus and Stokoe (2000) liquefaction triggering curves, and we integrate the data with CPT testing to cross-validate the soil behavior type index across the critical layers.
MASW and VS30 Shear Wave Velocity Testing in Coquitlam
Technical reference image — Coquitlam

Local considerations

The most common mistake we encounter on Coquitlam sites is substituting SPT blow counts for VS30 using empirical correlations published for Holocene sands in California, which systematically overestimate stiffness in the local glacial till matrix. A contractor on Austin Avenue ran N60-based VS30 estimates of 380 m/s and designed for Site Class C, but our direct MASW measurement returned 275 m/s, forcing a redesign of the lateral force-resisting system after footings were already poured. The error was hidden in a thin, highly-weathered silt layer at 5 metres depth that the SPT sampler missed but the surface wave dispersion clearly resolved as a low-velocity waveguide. In the Coquitlam River corridor, where post-glacial lacustrine clays interbed with granular outwash, the VS profile often contains sharp impedance contrasts that violate the gradual-stiffness assumption embedded in most N-value conversion charts. Direct shear wave measurement eliminates that blind spot.

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Technical data

ParameterTypical value
Test StandardASTM D4428/D4428M-17
Geophone Frequency4.5 Hz vertical-component
Array ConfigurationLinear 24–48 channel, 2–5 m spacing
Source TypeSledgehammer + passive ambient noise
Depth of Investigation30–50 m (active), up to 100 m (passive)
Dispersion ExtractionPhase-shift (Park et al. 1999)
Inversion MethodDamped least-squares, 15-layer model
Output ParametersVS30, VS profile, NEHRP site class, fundamental period

Associated technical services

01

VS30 Site Classification Survey

Complete shear wave velocity profiling to 30 metres depth with NEHRP/NBCC site class determination. Includes dispersion curve, 1D VS profile, VS30 calculation, fundamental site period estimate, and a signed engineering report ready for building permit submission. We handle the full workflow from array layout to final inversion, with quality control checks on signal-to-noise ratio and modal coherence at every spread location.

02

Liquefaction Screening and Ground Motion Amplification

Shear wave velocity-based liquefaction triggering analysis using the Andrus-Stokoe (2000) procedure, calibrated for the moment magnitude 6.5–7.5 scenarios dominant in the Cascadia source zone. We compute the factor of safety against liquefaction for each resolvable layer, estimate post-liquefaction settlement, and provide the site amplification factors Fa and Fv per NBCC 2020 Table 4.1.8.4.C for integration into the structural dynamic analysis.

Applicable standards

ASTM D4428/D4428M-17 (Crosshole & Surface Wave), NBCC 2020 (Site Classification for Seismic Design), NEHRP Provisions (Site Class A–F based on VS30)

Quick answers

What depth does the MASW test reach in Coquitlam soil conditions?

With active-source sledgehammer shots on a 48-channel spread, we reliably resolve VS profiles to 30–35 metres in Coquitlam's glacial till and outwash deposits. When we incorporate passive-source ambient noise recording, the array can resolve velocity structure to 50–80 metres, which is useful for identifying deep soft layers that affect site period calculations. The practical depth limit depends on the stiffness contrast and the maximum geophone offset: our standard 115-metre spread provides a half-space resolution wavelength of roughly 35–40 metres for the fundamental Rayleigh mode.

How does the NBCC 2020 use VS30 for seismic design?

The NBCC 2020 classifies sites from A (hard rock, VS30 > 1500 m/s) through E (soft soil, VS30 < 150 m/s) based on the average shear wave velocity in the top 30 metres. The site class then determines the short-period and long-period amplification factors Fa and Fv that multiply the reference spectral accelerations. In Coquitlam, where mapped PGA values for the 2% in 50-year hazard reach 0.4–0.5 g, moving from Site Class C to Class D can increase the design spectral acceleration at 0.2 seconds by 30–40%, so accurate VS30 measurement has a direct impact on structural costs.

How long does a typical MASW survey take, and what site access do you need?

A single MASW spread with 24–48 geophones takes about 60–90 minutes of field time, including array layout, multiple shot gathers, and passive recording. For most Coquitlam residential or commercial lots, we need a reasonably flat 50–100 metre strip free of buried utilities for the geophone line. We coordinate with BC One Call for utility clearance before planting spikes, and we can work on paved surfaces using base plates or on grass with standard spikes. The processed report with VS profile and site class is typically delivered within 3–4 business days after the field session.

What does MASW testing cost for a Coquitlam building site?

Location and service area

We serve projects across Coquitlam and surrounding areas.

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