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Seismic Microzonation in Vancouver: Site-Specific Ground Response

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The contrast between the stiff glacial till underlying Point Grey and the deep soft sediments of the Fraser River delta in Richmond is a stark reminder that Vancouver cannot be treated as a single seismic zone. A site on the UBC campus can experience half the spectral acceleration of a site near Marine Drive station during a crustal event, simply because of the impedance contrast at the till-bedrock interface. Our seismic microzonation work quantifies these differences block by block, integrating shear-wave velocity profiles from MASW and downhole surveys with the NBCC 2020 hazard model to produce site-specific ground motion parameters that go well beyond the default Site Class C assumption still used in too many preliminary designs across the Lower Mainland.

Two sites 800 metres apart in Vancouver can differ by two NBCC site classes, and ignoring that gradient puts long-period structures at risk of resonant amplification.

Our service areas

Methodology and scope

A recurring mistake we see in Vancouver is the reliance on regional probabilistic hazard maps without correcting for the basin-edge effects that dominate the Georgia Depression. When a project in the Grandview-Woodland area proceeds with a uniform hazard spectrum derived for firm ground, it ignores the trapped surface waves that can amplify 2-second spectral ordinates by 40% or more along the Kingsway corridor. Microzonation done right combines ambient vibration arrays, active-source MASW lines and geotechnical borehole data to build a 3D velocity model. From that model we extract Vs30, fundamental site period T0, and the full site amplification function required by ASCE 7-22 Chapter 21. The output feeds directly into nonlinear time-history analyses, and when the deep shear-wave velocity profile reveals a velocity reversal below 15 metres, we flag it immediately because it invalidates the simplified Vs30-only approach embedded in most building codes.
Seismic Microzonation in Vancouver: Site-Specific Ground Response
Technical reference — Vancouver

Local considerations

The marine silt and organic clay layers that floor the Fraser delta present a dual hazard that microzonation must capture: cyclic softening in the upper 15 metres and basin resonance at periods between 0.8 and 1.5 seconds. During the winter months, when the water table sits barely a metre below grade in Richmond, the liquefaction susceptibility of the Salish and Fort Langley sediments increases measurably because the confining stress reduction is compounded by high pore pressures from tidal fluctuation. Our mapping integrates the Youd-Idriss (2001) SPT-based liquefaction triggering framework with cone penetration data to delineate lateral spreading zones, and we overlay that with the NBCC site class boundaries so the structural engineer sees in a single GIS layer where the amplified short-period demand coincides with ground failure potential. This integrated approach has become standard for Metro Vancouver infrastructure because a foundation designed only for inertial forces without addressing kinematic soil-structure interaction from spreading crust will fail regardless of the structural ductility.

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Applicable standards

NBCC 2020 (National Building Code of Canada, Part 4 – Seismic Design), CSA A23.3:2019 (Design of Concrete Structures, seismic provisions), ASTM D4428/D4428M-14 (Crosshole Seismic Testing), ASTM D7400-19 (Downhole Seismic Testing), NCEER/NSF 1997 & Youd-Idriss 2001 (Liquefaction evaluation procedures), ASCE/SEI 7-22 Chapter 21 (Site-specific ground motions)

Technical parameters

ParameterTypical value
Vs30 (shear-wave velocity top 30 m)Classified per NBCC 2020 Table 4.1.8.4.A (A through E)
Fundamental site period, T00.1–1.8 s typical for Vancouver basin sites
Site amplification factor, Fa(Fv)Computed at 0.2 s, 0.5 s, 1.0 s and 2.0 s per NBCC
Design ground motion (Sa)5%-damped spectral acceleration, PGA and PGV
Liquefaction hazard index (LHI)Mapped in 0.5 km grid for Fraser delta deposits
Mapping resolution250 m to 500 m grid, refined to 50 m near critical infrastructure
Input motion scenariosCrustal (M6.5–7.0), subcrustal (M6.5–7.5), subduction interface (M9.0)

Frequently asked questions

How does seismic microzonation differ from the standard NBCC site classification for a single borehole?

A single-borehole site class gives you one value of Vs30 at one coordinate. Microzonation maps the spatial variability of Vs30, fundamental period, and amplification across an entire site or corridor, capturing the basin-edge effects and lateral velocity gradients that a single measurement misses. For a 5-hectare site in Vancouver with variable till thickness, the difference between the map-average and the worst-case site class can move the design spectral acceleration by 15–25%, which has direct consequences for the structural lateral system and foundation costs.

What seismic sources do you consider for a Vancouver microzonation study?

We incorporate three tectonic regimes from the 6th Generation Seismic Hazard Model for Western Canada: shallow crustal earthquakes within the North American plate (M6.5–7.0, similar to a repeat of the 1946 Vancouver Island event), deeper subcrustal events within the subducting Juan de Fuca slab (M6.5–7.5, like the 2001 Nisqually earthquake), and the Cascadia subduction interface (M8.2–9.0). Each regime produces a different spectral shape and duration, so the microzonation must provide separate amplification factors for each scenario type, not a single enveloped spectrum.

What is the typical turnaround for a seismic microzonation study in the Vancouver metro area?

For a site area of 10–50 hectares with a 250-metre grid, expect 6 to 10 weeks from field mobilization to final report. The timeline breaks down as roughly 2–3 weeks for the MASW and passive-array field campaign, 2 weeks for processing and inversion of the dispersion curves, and 2–4 weeks for the site-response analysis, ground-motion selection and report preparation. Sites with difficult access, tidal constraints in Richmond, or the need for a 50-metre refined grid around critical structures will push toward the upper end of that range.

What does a seismic microzonation study cost for a typical project in Vancouver?

For a site in Vancouver, a microzonation study typically ranges from CA$6,560 to CA$19,660 depending on the grid resolution, the number of measurement points, and the complexity of the site-response analyses required. A basic Vs30 mapping on a 500-metre grid with NBCC site-class output sits at the lower end, while a full liquefaction-and-amplification microzonation with three scenario spectra and time histories on a refined 50-metre grid falls at the upper end.

Location and service area

We serve projects across Vancouver and its metropolitan area.

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