EXPRESSING UNCERTAINTY AND VARIABILITY IN GEOLOGIC MAPPING AND GEOTECHNICAL DATA FOR HAZARD EVALUATION
Geotechnical data are based on measurements, obtained mainly from boreholes or soundings. Geophysical methods applied at the ground surface (i.e., seismic refraction) are used for some measurements. Geotechnical data are used for stratigraphic positions and values of geotechnical parameters. Stratigraphic positions typically are depth to groundwater and depth to top of bedrock; geotechnical parameters typically are thicknesses of subsurface "layers" and their compression- and shear-wave velocities. Other parameters (e.g., unit weight, unconfined compressive strength) are measured or based on correlations with seismic velocity. Uncertainty and variability of geotechnical parameters typically are based on linear interpolation of "layers" and measurement statistics. Geologic contacts separating subsurface units fundamentally are non-planar, making the "layer" concept and linear interpolation oversimplifications of reality.
Recognition of sources of uncertainty and variability is the first step in quantifying them. Fundamental differences in the nature of geologic and geotechnical data require different quantification approaches, which must be suitable for combining to express uncertainty and variability needed for hazard mapping.