Abstract
The water retention capacity of geomaterials, and especially clayey soils, is sensitive to temperature changes as the physical mechanisms of retention, such as capillarity or adsorption, are affected by it. It is therefore a major issue to be able to define temperature-dependent behaviour of materials, especially for geo-energy and geo-environmental applications involving non-isothermal conditions. This paper presents results of experiments conducted on two representative materials: a hard clay (Opalinus clay) and a plastic clay (Boom clay), both of which have been considered as buffer materials for underground radioactive waste disposal, in Switzerland and Belgium, respectively. Two new devices were developed for this purpose to permit the analysis of water retention behaviour at different temperatures. The behaviour of these two materials at ambient (20 °C) and high temperature (80 °C) was observed and described through the evolution of the degree of saturation, the water content and the void ratio with respect to suction. It appears that the retention capability of the clays reduces significantly with an increase in temperature; on the other hand, the change in temperature had less of an effect on the total volume variation.
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References
ASTM D 5298-94 (1994) Standard test method for measurement of soil potential (suction) using filter paper. In: Annual book of ASTM Standards 1995, vol 04.09. ASTM International, West Conshohocken, PA, pp 154–159
Campbell GS, Jones TL (1984) Enhancement of thermal water vapour diffusion in soil. Soil Sci Soc Am J 48(1):25–32
Dupray F, François B, Laloui L (2013) Analysis of the FEBEX multi-barrier system including thermo-plasticity of unsaturated bentonite. Int J Num Anal Methods Geomech 37:399–422
El Mountassir G, Munoz J, Pereira J-M, Peron H, Pisoni G, Romero E, Raveendiraraj J, Rojas C, Toll DG, Tombolato S, Wheeler S (2011) Benchmark of experimental techniques for measuring and controlling suction. Géotechnique 61(4):303–312
Fleureau J-M, Verbrugge J-C, Huergo PJ, Gomes Correia A, Kheirbek-Saoud S (2002) Aspects of the behaviour of compacted clayey soils on drying and wetting paths. Can Geotech J 39(6):1341–1357
François B, Laloui L (2008) ACMEG-TS: a constitutive model for unsaturated soils under non-isothermal conditions. Int J Numer Analy Meth Geomech 32:1955–1988
François B, Laloui L, Laurent C (2009) Thermo-hydro-mechanical simulation of ATLAS in situ large scale test in Boom clay. Comput Geotech 36:626–640
Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley, New York
Gens A, Olivella S (2001) Clay barrier in radioactive waste disposal. Rev Fr de Génie Civ 5(6):845–856
Head KH (1980) Manual of soil laboratory testing, soil classification and compaction tests. Pentech Press, London
Hilf JW (1956) An investigation of pore water pressure in compacted cohesive soils. Dissertation, US department of the interior, bureau of reclamation, design and construction division
Laloui L (2010) Mechanics of unsaturated geomaterials. ISTE Ltd. and Wiley, Hoboken
Laloui L, Di Donna A (2011) Understanding the thermo-mechanical behaviour of energy piles. ICE Civ Eng 164:184–191
Laloui L, Ferrari A, (2012) Multiphysical testing of soils and shales. Springer, 978-3-642-32491-8, Springer Series in Geomechanics and Geoengineering
Li XS (2005) Modelling of hysteresis response for arbitrary wetting/drying paths. Comput Geotech 32:133–137
Moreira R, Vazquez G, Chenlo F (2002) Influence of the temperature on sorption isotherms of chickpea: evaluation of isosteric heat sorption. Electron J Environ Agric Food Chem 1–11
Nuth M, Laloui L (2008) Advances in modelling hysteretic water retention curve in deformable soils. Comput Geotech 35:835–844
Olchitsky E (2002) Couplage hydromécanique et perméabilité d’une argile gonflante non saturée sous sollicitations hydriques et thermiques. Dissertation, Ecole Nationale des Ponts et Chaussées
Péron H, Hueckel T, Laloui L (2007) An improved volume measurement for determining soil water retention curves. Geotech Test J 30(1)
Pham H, Fredlund D, Barbour S (2005) A study of hysteresis models for soil-water characteristic curves. Can Geotech J 42(6):1548–1568
Richards LA (1941) A pressure membrane extraction apparatus for soil solution. Soil Sci 51(5):377–386
Ridley AM, Wray WK (1996) Suction measurement—theory and practice. A state of the art review. In: Unsaturated soils: proceedings 1st international conference unsaturated soils, Paris. Balkema, Rotterdam, pp 1293–1322
Romero E, Vaunat J (2000) Retention curves of deformable clays. In: Tarantina, A, Mancuso C (eds) Experimental evidence and theoretical approaches in unsaturated soils, proceedings International workshop on unsaturated soils. Balkema, Trento, Italy, Rotterdam, pp 91–108
Romero E, Gens A, Lloret G (2001) Temperature effects on the hydraulic behaviour of an unsaturated clay. Geotech Geol Eng 19:311–332
Salager S, El Youssoufi MS, Saix C (2010) Temperature effect on water retention phenomena in deformable soils—theoretical and experimental aspects. Eur J Soil Sci 61(1):97–107
Salager S, El Youssoufi MS, Saix C (2010) Definition and experimental determination of a soil water retention surface. Can Geotech J 47(6):609–622
Salager S, Rizzi M, Laloui L (2011) An innovative device for determining the soil water retention curve under high suction at different temperatures. Acta Geotech 6(3):135–142
Sugii T, Yamada K, Kondou T (2002) Relationship between soil–water characteristic curve and void ratio. In: Juco JFT, De Campos TMP, Marinho FAM (eds) Proceedings of the 3rd international conference on unsaturated soils. Recife, Brazil 1:209–214
Thomson SW (1871) On the equilibrium of vapour at a curved surface of liquid. Philos Mag 4:448–452
Vanapalli SK, Fredlund DG, Pufahl DE (1999) The influence of soil structure and stress history on the soil-water characteristics of a compacted till. Géotechnique 49(2):143–159
Verbrugge JC, Fleureau JM (2002) Bases expérimentales du comportement des sols non saturés. In: Coussy O, Fleureau JM (eds) Mécanique des sols non saturés. Hermès Science, Paris, pp 69–112
Zerhouni MI (1991) Rôle de la pression interstitielle négative dans le comportement des sols-application au calcul des routes. PhD Dissertation, Ecole Centrale Paris
Acknowledgments
The authors wish to thank the Swiss National Cooperative for the Disposal of Radioactive Waste (NAGRA) and the European Commission through the TIMODAZ Project for funding and supporting this research.
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Laloui, L., Salager, S. & Rizzi, M. Retention behaviour of natural clayey materials at different temperatures. Acta Geotech. 8, 537–546 (2013). https://doi.org/10.1007/s11440-013-0255-2
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DOI: https://doi.org/10.1007/s11440-013-0255-2