Title of article
An elastoplastic model of bentonite free swelling
Author/Authors
Navarro، نويسنده , , Vicente and Asensio، نويسنده , , Laura and Yustres، نويسنده , , ءngel and Pintado، نويسنده , , Xavier and Alonso-Lomillo، نويسنده , , Juan، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2014
Pages
12
From page
190
To page
201
Abstract
This article proposes a new plastification mechanism to model bentonite free swelling processes by using an elastoplastic approach. The formulation is based on an interaction function that defines the plastic macrostructural strains induced by microstructural effects. This term is defined as a function of the microstructural void ratio, and it establishes a direct connection between the destructuration of the micro- and macrostructures of the bentonite during the free swelling processes. The formulation proposed also includes a new approach to the calculation of the microstructural void ratio as well as a new method to describe the kinetic mass exchange between micro- and macrostructural water, considering that there may not be equilibrium between the two types of water. The model was used to analyse several free swelling tests and was found to yield satisfactory results.
Keywords
expansive soils , Bentonite free swelling , plasticity , Partial saturation , Soil fabric/structure
Journal title
Engineering Geology
Serial Year
2014
Journal title
Engineering Geology
Record number
2342773
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