Numerical Implementation of Isotropic Consolidation of Clayey Soils

This paper reports on implementation of several numerical techniques to solve a set of governing equations resulting from simple one dimensional isotropic consolidation of soils that behave according to the Cam clay model. Three different methods of solving the equations of consolidation, namely the...

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Bibliographic Details
Main Authors: T. Janda, M. Kuklík, M. Šejnoha
Format: Article
Language:English
Published: CTU Central Library 2003-01-01
Series:Acta Polytechnica
Subjects:
Online Access:https://ojs.cvut.cz/ojs/index.php/ap/article/view/400