| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 10678559 | Applied Mathematics Letters | 2005 | 5 Pages |
Abstract
This paper deals with the modelling of nonlinear consolidation phenomena in a homogenous clay changing from an over to a normal consolidation regime. Specifically this paper develops a technical analysis of the model under the assumption of small deformations to derive a new class of models and to show how classical models known in the literature can be regarded as a particular case of the one dealt with in this paper.
Related Topics
Physical Sciences and Engineering
Engineering
Computational Mechanics
Authors
Ida Bonzani, Renato Lancellotta,