This map shows areas of Greater Victoria in
which the earthquake hazard is potentially increased due to the
presence of soils susceptible to liquefaction. Liquefaction is the
transformation that occurs when earthquake shaking (or other disturbance)
causes a saturated granular soil to lose its strength and behave like a
liquid and can be one of the major causes of damage during an earthquake. The susceptibility of a site to liquefaction depends on the depth to water
table and the density, grain size and age of the underlying deposits. This
map was prepared by assigning a hazard rating to each geological map unit
based on these criteria and quantitative analyses.
Earthquake Hazards Mapping of Greater Victoria
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Geoscience Map 2000-3, Sheet 3B:
Relative Amplification of
Ground Motion Hazard Map of Greater Victoria
Trim Sheets (92B.043, 044, 053&054)
by Patrick A.
Monahan, P. Geo, Victor M. Levson, P. Geo,
Paul Henderson, P. Eng & Alex Sy, P. Eng.
Amplification Map
(PDF 2.5 MB)
Legend: PDF version
(PDF 1.5 MB), or
HTML version
Report to accompany Geoscience Maps 2000-3a and 3b
(PDF 727 KB)
Scale 1:25 000
(approximate)
This map shows areas where the
earthquake hazard is increased due to amplification of ground motion. The
amplification of ground motion hazard has been estimated on the basis of the
National Earthquake Hazard Reduction Program (NEHRP) site classes for the
susceptibility to amplification of ground motion (Building Seismic Safety
Council, 1994), which are based on the average response of various types of
soils.
Earthquake Hazards Mapping of Greater Victoria
_____________________________________________________________
Geoscience Map 2000-3, Sheet 3C:
Seismic Slope Stability Map of Greater
Victoria
Trim Sheets (92B.043, 044, 053, 054, 63&64)
by Eric J.
McQuarrie, P. Eng. and Stephen M. Bean, P. Eng.
Seismic Slope
Stability Map
(PDF 2.0 MB)
Legend: HTML
Seismic slope hazard mapping is
intended to show relative susceptibility to earthquake-induced slope
failures. The seismic slope hazard map is based on a compilation of
existing subsurface data, previous slope stability assessments, bedrock
geology and surficial geology maps, topographic data, and airphoto
interpretation. Stability analyses were conducted on twelve different slope
models including typical or simplified slopes found throughout the Victoria
area as well as specific, complex slope models where more detailed
information was available. The stability analyses determined both the
static factor of safety and the yield acceleration (the intensity of seismic
motions that would cause a slope failure).
Earthquake Hazards Mapping of Greater Victoria
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