2015 GSA Annual Meeting in Baltimore, Maryland, USA (1-4 November 2015)

Paper No. 293-1
Presentation Time: 9:00 AM-6:30 PM

USING A 3D SURFICIAL GEOLOGY MODEL TO MAP SHEAR-WAVE VELOCITY AND FUNDAMENTAL SITE PERIOD FOR SEISMIC SITE RESPONSE IN THE OTTAWA AND ST. LAWRENCE VALLEYS


PARENT, Michel1, NASTEV, Miroslav2, ROSS, Martin A.3, HOWLETT, Danielle4, BENOIT, Nicolas1 and CARRIER, Marc-André1, (1)Natural Resources Canada, Geological Survey of Canada, 490, de la Couronne, Québec, QC G1K 9A9, Canada, (2)Geological Survey of Canada, 490 rue de la Couronne, Quebec, QC G1K 9A9, Canada, (3)Earth and Environmental Sciences, University of Waterloo, 200 University Ave. West, Waterloo, ON N2L 3G1, Canada, (4)Department of Earth Sciences, University of Waterloo, Waterloo, ON N2L 3G1, Canada, miparent@NRCan.gc.ca

Shear-wave velocity (VS) and fundamental period of vibration (TO) of surficial sediments are important parameters for predicting the intensity of ground shaking. The St. Lawrence and Ottawa valleys are partially underlain by large basins of soft Late Pleistocene clays and include several large and mid-size urban centers exposed to significant intra-plate seismic hazard. As the available Vs measurements are unevenly distributed and cover only a small part of this region, a simplified 3D geological model of the Quaternary sediments was used as ancillary information for predicting the spatial variation of VS, VS30 and TO. The applied method consisted of: 1) updating the surficial geology maps; 2) classifying the surficial units with similar physical properties into three broad categories: upper sandy sediments, intermediate clayey sediments and basal glacial deposits; 3) delineating the spatial thickness of each category by way of 3D geologic modeling; 4) sorting available geophysical data with respect to each individual category; and 5) assigning statistically representative VS values to each of the categories. A power VS-depth function was assumed for the combined sand and clay units, whereas a constant interval VS equal to the geometric mean was assigned for glacial sediments. The bedrock velocities were drawn from the literature for Precambrian, Paleozoic, and intrusive rocks. The final velocity values were computed as travel-time weighted averages down to bedrock for VS and to a depth of 30 m for VS30. TO values were computed as the ratio between soil thickness and average VS. The model was validated against results from detailed seismic zonation studies in Ottawa-Gatineau, Montreal and Quebec City. While the expected VS and To prove regionally satisfactory, the VS30 model was occasionally unable to adequately reproduce situations where the upper 30 m consisted mainly of bedrock. Regional trends of decreasing velocity toward the center of the study area were identified in both glacial and postglacial units; further investigations are needed to address this issue. Uncertainties resulting from converting the continuous model information to a 500 m raster and from the observed variability in velocity measurements are also presented.