Functional analysis of the constitutive role of temperature in compacted bentonites

A thermodynamically consistent expression is derived for the functional structure of effective stress understood as the work conjugate of elastic strain. The study, focussed on compacted clays, is valid for both non-isothermal conditions and constant temperature. As a result, it is found that there is no evidence to assume a direct dependence of the effective stress on temperature. Therefore, it is consistent to follow the usually employed strategies based on evaluating the implicit dependence through air pressure, macrostructural liquid pressure and macrostructural degree of saturation. • The functional structure of effective stress in compacted clays is derived. • The structure is valid for both non-isothermal and isothermal conditions. • Therefore, there is no direct dependence between effective stress and temperature.

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Publication Details

Journal
Geomechanics for Energy and the Environment
Published
2024-11-27
DOI
https://doi.org/10.1016/j.gete.2024.100620
Primary Topic
Soil and Unsaturated Flow
Type
article
Field-Weighted Citation Impact
0.00

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article

Functional analysis of the constitutive role of temperature in compacted bentonites

Gema Urraca, Laura Asensio, Vicente Navarro
2 links
Geomechanics for Energy and the Environment
Soil and Unsaturated Flow
article

Functional analysis of the constitutive role of temperature in compacted bentonites

Gema Urraca, Laura Asensio, Vicente Navarro
article en

Abstract

A thermodynamically consistent expression is derived for the functional structure of effective stress understood as the work conjugate of elastic strain. The study, focussed on compacted clays, is valid for both non-isothermal conditions and constant temperature. As a result, it is found that there is no evidence to assume a direct dependence of the effective stress on temperature. Therefore, it is consistent to follow the usually employed strategies based on evaluating the implicit dependence through air pressure, macrostructural liquid pressure and macrostructural degree of saturation. • The functional structure of effective stress in compacted clays is derived. • The structure is valid for both non-isothermal and isothermal conditions. • Therefore, there is no direct dependence between effective stress and temperature.

Geomechanics for Energy and the EnvironmentVol. 40
University of Castilla-La Mancha (ES)
Ministerio de Ciencia e Innovación
Openalex Percentile: Top 76%
Soil and Unsaturated Flow
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