Inclusion of higher-temperature effects in a soil behaviour model

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Abstract

This technical note presents a coupled thermo-hydro-mechanical model for unsaturated soil, which can be applied in the context of high temperature. A new pore gas or bulk air tranfer equation is introduced. Additionally the effect of temperature on the latent heat of vapourisation and specific heat capacities is incorporated. Adsorbed water is also included. The performance of the model is demonstrated via the simulation of a high temperature (150°C) therm-hydraulic-mechanical experiment carried out on a column of MX-80 bentonite by Commissariat à l'Energie Atomique, France. The model showed good correlation of experimental and numcerical results.

Details

Original languageEnglish
Pages (from-to)279-282
JournalGéotechnique
Volume59
Issue number4
DOIs
Publication statusPublished - Apr 2009
EventGéotechnique Symposium in Print - Institution of Civil Engineers, London, United Kingdom
Duration: 18 May 200918 May 2009

Keywords

  • model, tests, temperature effects

ID: 293692