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Full Description
This book adopts numerical method to model soil constitutive relationship while it abandons the traditional idea of looking for plastic potential as the only way to model. Firstly, the triaxial compression tests of expansive soil, sand and clay under different stress paths are introduced; then the elastoplastic constitutive equations of expansive soil, sand and clay under various stress paths are established by numerical modeling method; finally, the constitutive equations are embedded in the finite element program and verified by comparing the finite element calculation results of the triaxial test soil samples with the corresponding test results. The modeling obtains high accuracy.
Contents
Introduction.- The constitutive relationship of rock and soil and its influencing factors.- Numerical Modeling Methods.- Triaxial test and numerical modeling of expansive soil.- Soil triaxial test and numerical modeling.- Triaxial test and numerical modeling of clay.- Influence of stress path and stress history on the constitutive relation.- Content induction and research prospects.
