Paper No. 33164--.
SUGGESTED APPROACH FOR QUANTIFYING UNCERTAINTY AND VARIABILITY IN GEOLOGY FOR RELIABILITY-BASED DESIGN PROJECTS
The suggested four-level rating criteria and scores are similar to rock fall hazard rating systems. Simple and uniform conditions can be predicted with confidence (score = 3), whereas complex and nonuniform conditions cannot be predicted (score = 81); intermediate conditions have scores = 9 or 27. Possible nine-category cumulative scores range from 27 to 729. Cumulative complexity scores could be expressed in a form suitable for reliability-based design projects by accepting the highest possible cumulative score as the mean value and defining the coefficient of variation (COV = standard deviation/mean) of the highest possible score as 1.000. The standard deviation would be accepted as the actual cumulative score. Thus, the COV of the lowest possible score would be 0.037 (=27/729). The COV of the interpreted geologic model could be applied to the geotechnical parameters that are used to convert the geologic model into a ground model to support the geotechnical model.
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