JOINTED ROCK MASSES EVALAUATE A NON-LINEAR SHEAR STRENGHT ENVELOPE FOR A RANGE OF INPUT PARAMETERS GEOTECHNICAL | E12
Theory used in this module Except for the Pile Bearing module, all modules can perform deterministic analyses as well as a probabilistic analysis. With a probabilistic analysis you can consider variations in material properties and other parameters. Distribution types that can be applied to material properties in a probabilistic analysis include uniform, triangular, exponential, normal, log normal and beta distributions. You can set the number of analysis iterations to perform and the required probability limit.
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