Undrained Compressibility of Saturated Soil

摘要

A series of equations for the bulk and constrained compressibility of undrained saturated granular soils are developed. Four sets of equations are developed, each set using a more complicated and realistic set of assumptions describing the soil behavior. A computational parametric analysis describes the applicability of the various assumptions as a function of soil parameters. The parametric analysis can be used to select the simplest suitable soil model applicable to a given problem.