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Journal ArticleDOI

Analysis of coupled heat, moisture and air transfer in a deformable unsaturated soil

Hywel Rhys Thomas, +1 more
- 01 Dec 1995 - 
- Vol. 45, Iss: 4, pp 677-689
TLDR
In this paper, a new theoretical formulation for the analysis of coupled heat, moisture and air transfer is presented, which is applicable to a deformable unsaturated soil, and three isothermal test problems are then considered to model the behaviour of unsaturated soils under varying stress and suction conditions.
Abstract
A new theoretical formulation for the analysis of coupled heat, moisture and air transfer is presented, which is applicable to a deformable unsaturated soil. The approach proposed extends previous analyses of the coupled transport of heat, pore water and pore air to take account of the deformation behaviour of partially saturated soil. A numerical solution of the governing differential equations is achieved by the use of the finite element method as a spatial discretization technique coupled with a finite difference recurrence relationship to describe transient behaviour. Three isothermal test problems are then considered to model the behaviour of unsaturated soil under varying stress and suction conditions. Both heave and collapse due to wetting are simulated. The model is applied to experimental work performed by others for the case of heating of an unsaturated montmorillonite clay and is shown to be capable of producing quantitatively physically correct results. These indicate that strong interactions ...

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Citations
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Journal ArticleDOI

A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage

TL;DR: In this article, a parametric study has been conducted using the finite element method to investigate the influence of various rainfall events and initial ground conditions on transient seepage and hence slope stability.
Journal ArticleDOI

Soil–environment interactions in geotechnical engineering

Antonio Gens
- 01 Jan 2010 - 
TL;DR: In this paper, the authors consider the effects of new phenomena and new variables on soil behavior, such as high temperatures, associated with the problem of storage and disposal of high-level radioactive waste; and low temperatures in problems of freezing ground.
Journal ArticleDOI

On constitutive modelling of unsaturated soils

TL;DR: A review of constitutive modelling of unsaturated soils is presented in this paper, where a number of existing constitutive models are classified and discussed according to the type of stress variables adopted in their formulation.
Journal ArticleDOI

A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation

TL;DR: In this paper, the authors describe the performance, observations and interpretation of a large-scale in situ heating test that simulates a disposal concept for heat-emitting, high-level nuclear waste.
Book

Advanced Unsaturated Soil Mechanics and Engineering

TL;DR: In this paper, a state-dependent elasto-plastic critical state-based constitutive model of unsaturated soils is proposed for slope stability in unsaturated soil, and a case study in slope engineering is presented.