Vs30 Mapping of the Greater Montreal Region Using Multiple Data Sources

Author:

Rosset Philippe1,Takahashi Adil1,Chouinard Luc1

Affiliation:

1. Department of Civil Engineering, McGill University, Montreal, QC H3A 0C3, Canada

Abstract

The metropolitan community of Montreal (MMC) is located in Eastern Canada and included in the western Quebec seismic zone characterized by shallow crustal earthquakes and moderate seismicity. Most of the urbanized areas are settled close to the Saint-Lawrence River and its tributaries and within the region, delimiting the extension of the clay deposits from the Champlain Sea. The influence of these recent and soft deposits on seismic waves has been observed after the 1988 M5.8 Saguenay earthquake and has proven to be crucial in seismic hazard analysis. The shear-wave velocity Vs averaged over the 30 m of soil, abbreviated Vs30, is one of the most used parameters to characterize the site condition and its influence on seismic waves. Since 2000, a site condition model has been developed for the municipalities of Montreal and Laval, combining seismic and borehole data for risk mitigation purposes. The paper presents an extended version of the Vs30 mapping for the entire region of the MMC, which accounts for half of the population of Quebec, including additional ambient noise recordings, recently updated borehole datasets, geological vector map and unpublished seismic refraction data to derive Vs profiles. The estimated Vs30 values for thousands of sites are then interpolated on a regular grid of 0.01 degrees using the inverse distance weighted interpolation approach. Regions with the lowest estimated Vs30 values where site amplification could be expected on seismic waves are in the Northeastern part and in the Southwest of the MMC. The map expresses in terms of site classes is compared with intensity values derived from citizen observations after recent felt. In general, the highest reported intensity values are found in regions with the lowest Vs30 values on the map. Areas where this rule does not apply, should be investigated further. This site condition model can be used in seismic hazard and risk analysis.

Funder

NSERC, National Science and Engineering Research Council of Canada

Fonds de Recherche Nature et Technologie du Québec (Centre d’études interuniversitaire des structures sous charges extremes) and the Ministère de la Sécurité Publique du Québec

SURE program

Engineering Undergraduate Master Award of the University of McGill, Montreal

Publisher

MDPI AG

Subject

General Earth and Planetary Sciences

Reference29 articles.

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2. Adams, J., Allen, T., Halchuk, S., and Kolaz, M. (2019, January 17). Canada’s 6th Generation Seismic Hazard Model, as Prepared for the 2020 National Building Code of Canada. Proceedings of the 12th Canadian Conference on Earthquake Engineering, Quebec City, QC, Canada. Available online: https://www.caee.ca/12CCEEpdf/192-Mkvp-139.pdf.

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