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Geoenvironmental Testing

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Abstract

Geoenvironmental concerns involve unsaturated soils in problems like soil contamination, waste disposal and ground-atmosphere interactions. This paper deals with the two first points. To tackle geoenvironmental problems in unsaturated soils, it is necessary to identify experimentally the retention and transfer phenomena that govern the movements of fluids and chemical species in the unsaturated soil. Some of the experimental techniques used in unsaturated soils can be adapted to face these problems, but extensions accounting for the various physico-chemical processes involved in soil contamination and waste disposal are necessary, including temperature effects and the mechanical couplings resulting from the changes in temperature and chemical concentrations. After an introduction to the geoenvironmental problems that are related to unsaturated soils, the paper presents a series of experimental developments carried out in relation to retention and transfer properties of water (pure or with dissolved species), hydrocarbons and gas, also accounting for temperature effects and chemical effects. The techniques presented are applicable to soil contamination and waste disposal, with a special concern addressed to nuclear waste disposal, in which the effects of desaturation of the geological barrier together with the unsaturated nature of compacted engineered barriers appeared to be quite important.

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References

  • Alimi-Ichola I, Gaidi L (2005) Etude de la migration du soluté d’un lixiviat dans un sol non saturé par la méthode TDR. Rev Fr Géotechnique 111:45–58

    Google Scholar 

  • Alonso EE, Olivella S, Delahaye C (2002) Gas migration in clays. In: Vulliet L, Laloui L, Schrefler B (eds) Proceedings of the environmental engineering. Presses Polytechniques et Universitaires Romandes, EPFL, Lausanne, pp 83–94

  • Aubertin M, Mbonimpa M (2001) Diffusion of oxygen through a pulp and paper residue barrier: discussion. Can Geotech J 38:658–660

    Article  Google Scholar 

  • Benson CH, Gribb MM (1997) Measuring hydraulic conductivity in the laboratory and in the field. Unsaturated soil in engineering practice, ASCE Geotechnical Special Publication N°68, pp 113–168

  • Bezuijen A, Oung O, Westrate F (2000) Centrifuge research on the entry pressure and flow of a DNAPL in water-saturated sand. In: Garnier J, Thorel L, Haza E (eds) Proceedings of international symposium on physical modelling and testing in environmental geotechnics. LCPC Paris, pp 335–342

  • Blatz J, Graham J (2000) A system for controlled suction in triaxial tests. Géotechnique 50(4):465–469

    Article  Google Scholar 

  • Borsic A, Comina C, Foti S, Lancellotta R, Musso G (2005) Imaging heterogeneities with electrical impedance tomography: laboratory results. Géotechnique 55(7):539–547

    Article  Google Scholar 

  • Bouazza A, Vangpaisal T, Jefferis S (2006) Effect of wet–dry cycles and cation exchange on gas permeability of geosynthetic clay liners. J Geotech Geoenviron Eng 132(8):1011–1018

    Article  Google Scholar 

  • Bourg ACM (1988) Metals in aquatic and terrestrial systems: sorption, speciation and mobilization. In: Chemistry and biology of solid waste, Springer-Verlag, Berlin, pp 3–30

  • Bresler E (1973) Simultaneous transport of solutes and water under transient unsaturated flow conditions. Water Resour Res 9:975–986

    Article  Google Scholar 

  • Burghignoli A, Desideri A, Miliziano S (2000) A laboratory study on the thermomechanical behaviour of clayey soils. Can Geotech J 37:764–780

    Article  Google Scholar 

  • Caicedo B, Giraldo E, Behrentz E (2002) Modeling leachate and gas flor in sanitary landfills. In: Jucá JFT, de Campos TMP, Marinho FAM (eds) Proceedings of the 3rd international conference on unsaturated soils, March 10–13, 2002, vol 1. A.A. Balkema Publishers, Lisse, Recife, Brazil, pp 107–112

  • Castellanos E, Gens A, Lloret A, Romero E (2006) Influence of water chemistry en the swelling capacity of a high density bentonite. Proceedings of the 4rd international conference on unsaturated soils (1), pp 962–972

  • Cekerevac C, Laloui L (2004) Experimental study of thermal effects on the mechanical behaviour of a clay. Int J Numer Anal Meth Geomech 28:209–228

    Article  Google Scholar 

  • Cekerevac C, Laloui L, Vulliet L (2005) A novel triaxial apparatus for thermo-mechanical testing of soils. Geotech Test J 28(2):1–10

    Article  Google Scholar 

  • Chiu CF, Cui YJ, Delage P, De Laure E, Haza E (2005) Lessons learnt from suction monitoring during centrifuge modelling. Proceedings of the international symposium on advanced experimental unsaturated soils mechanics EXPERUS, Trento, Balkema, pp 3–8

  • Cleall PJ, Melhuish TA, Thomas HR (2006) Modelling the three-dimensional behaviour of a prototype nuclear waste repository. Eng Geol 85:212–220

    Article  Google Scholar 

  • Cui YJ, Zornberg JG (Ibid.) Water balance and evapotranspiration monitoring in geotechnical and geoenvironmental engineering. Geotech Geol Eng. doi:10.1007/s10706-008-9198-z

  • Cui YJ, Delage P, Alzoghbi P (2003) Retention and transport of a hydrocarbon in a silt. Géotechnique 53(1), 83–91

    Article  Google Scholar 

  • Delage P, Suraj De Silva GPR, De Laure E (1987) Un nouvel appareil triaxial pour les sols non saturés. Proceedings of the IXe European conference on soil mechanical and foundation engineering, Dublin, pp 25–28

  • Delage P, Howat M, Cui YJ (1998a) The relationship between suction and swelling properties in a heavily compacted unsaturated clay. Eng Geol 50(1–2): 31–48

    Article  Google Scholar 

  • Delage P, Cui YJ, De Laure E (1998b) Air flow through an unsaturated compacted silt. Proceedings of the 2nd international conference on unsaturated soils UNSAT’98, vol. 1, Beijing, 563–568

  • Delage P, Sultan N, Cui YJ (2000) On the thermal consolidation of Boom clay. Can Geotech J 37:343–354

    Article  Google Scholar 

  • Delage P, Cui YJ (2008) An evaluation of the osmotic technique of controlling suction. Geomech Geoengin Int J 3(1):1–11

    Article  Google Scholar 

  • Delolme C, Hébrard-Labit C, Spadini L, Gaudet JP (2004) Experimental study and modelling of the transfer of zinc in a low reactive sand column in the presence of acetate. J Contam Hydrol 70:205–224

    Article  Google Scholar 

  • De Smet F, Wauters F, Sevilla J (1986) Study of tracer movement through unsaturated sand. J Hydrol 85:169–181

    Article  Google Scholar 

  • Di Maio C (1996) Exposure of bentonite to salt solution: osmotic and mechanical effects. Géotechnique 46(4):695–707

    Google Scholar 

  • Di Molfietta A, Aglietto I (1999) Valutazione dei siti inquinanti mediante analisi dir rischio. Proceedings of the XVII Conference of Geotechnics of Torino

  • Duarte APL, de Campos TMP, Rocha Filho P, Araruna JT Jr (2005) Temperature effects on the water content-suction relation of two soils. In: Tarantino, Romero, Cui (eds) Proceedings of the international symposium on advanced experimental unsaturated soil mechanics, June 27–29, 2005, Trento, Italy. Taylor & Francis Group, London, pp 453–458

  • Duarte APL, de Campos TMP, Araruna JT Jr, Rocha Filho P (2006) Thermal properties for unsaturated soils. In: Miller GA, Zapata CE, Houston SL, Fredlund DC (eds) Proceedings of the 4th international conference on unsaturated soils. April 2–6, 2006, Carefree, Arizona. Geotechnical Special Publication No. 147, vol. 2. ASCE, Virginia, pp 1707–1718

  • Eckberg DK, Sunada DK (1984) Non steady three-phase immiscible fluid distribution in porous media. Water Resour Res 33:569–576

    Google Scholar 

  • Esposito G, Allersma HGB, Selvadurai APS (1999) Centrifuge modeling of LNAPL transport in partially saturated sand. J Geotech Geoenviron Eng 125(12):1066–1071

    Article  Google Scholar 

  • Esteban Moratilla F (1990) Caracterizacion experimental de la expansividad de una roca evaporitica. Identificacion de los mecanismos de hinchamiento. PhD thesis, Universidad de Cantabria, Santander, 352 pp

  • Evans LJ (1989) Chemistry of metal retention by soils. Environ Soil Technol 23:1046–1056

    Article  Google Scholar 

  • Fernandez F, Quigley RM (1991) Controlling the destructive effects of clay-organic liquid interactions by application of effective stresses. Can Geotech J 28(3):388–398

    Article  Google Scholar 

  • Fernández-García D, Gómez-Hernández JJ, Mayor JC (2005) Modeling a ventilation experiment: Combined effect of desaturation and EDZ. Geophysical Research Abstracts, vol. 7, 02057, European Geosciences Union

  • Gallé C (2000) Gas breakthrough pressure in compacted Fo-Ca clay and interfacial gas overpressure in waste disposal context. Appl Clay Sci 17:85–97

    Article  Google Scholar 

  • Gardner R (1956) Calculation of capillary conductivity from pressure plate outflow data. Proc Soil Sci Soc Am 20:317–320

    Google Scholar 

  • Gaudet JP, Jegat H, Vachaud G, Wierenga PJ (1977) Solute transfer with exchange between mobile and stagnant water through unsaturated sand. Soil Sci Soc Am J 41:665–670

    Google Scholar 

  • Gens A, García-Molina AJ, Olivella S, Alonso EE, Huertas F (1998) Analysis of a full scale in situ test simulating repository conditions. Int J Numer Anal Meth Geomech 22:515–548

    Article  Google Scholar 

  • Graham J, Tanaka N, Crilly T, Alfaro M (2001) Modified cam-clay modelling of temperature effects in clays. Can Geotech J 38:608–621

    Article  Google Scholar 

  • Graham J, Halyko KG, Hume H, Kirkham T, Gray M, Oscarson D (2002) A capillarity-advective model for gas break-trough in clays. Eng Geol 64: 273–286

    Article  Google Scholar 

  • Hoffmann C, Romero E, Alonso EE (2005) Combining different controlled-suction techniques to study expansive clays. Proceedings of the international symposium on advanced experimental unsaturated soils mechanics EXPERUS, Trento, Balkema, pp 61–67

  • Horseman ST, Harrington JF, Sellin P (1999) Gas migration in clay barriers. Eng Geol 54:139–149

    Article  Google Scholar 

  • Hueckel, T, Peano, A (eds) (1996) Special issue on thermomechanics of clays and clay barriers. 3rd International workshop of clay barriers, Ismes, Bergamo, Italy, October 2003. Engineering Geology 41

  • Hume HB (1999) Gas break-through in compacted Avonlea bentonites. MSc Thesis, University of Manitoba, Winnipeg, 169 pp

  • Illangasekare TH, Znidarcic D, Al Sheridda M, Reible DD (1991) Multiphase flow in porous media. In: Ko HY, McLean FG (eds) Centrifuge ’91. Balkema, Rotterdam, pp 517–523

    Google Scholar 

  • Inoue K, Tanaka T, Inoue K, Kobayashi A (2005) Image analysis to determine the dispersion coefficient and dispersivity in capillary and saturated zone. Proceedings of the international symposium on advanced experimental unsaturated soils mechanics EXPERUS, Trento, Balkema, pp 467–473

  • Kamiya K, Bakrie RT, Honjo Y (2005) Evaluation of air permeability of unsaturated sandy soils. In: Tarantino A, Romero E, Cui YJ (eds) Proceedings of the international symposium on advanced experimental unsaturated soil mechanics. June 27–29, 2005, Trento, Italy. Taylor & Francis Group, London, pp 369–375

  • Kamiya K, Bakrie RT, Honjo Y (2006) A new method for the measurement of air permeability coefficient of unsaturated soil. In: Miller, Zapata, Houston, Fredlund (eds) Proceedings of the 4th international conference on unsaturated soils, Carefree, Arizona, vol. 2, Geotechnical Special Publication No. 147, ASCE, Virginia, pp 1741–1752

  • Kechavarzi C, Soga K, Wiart P (2000) Multispectral image analysis method to determine dynamic fluid saturation distribution in two-dimensional three-fluid phase flow laboratory experiments. J Contam Hydrol 46:265–293

    Article  Google Scholar 

  • Kechavarzi C, Soga K (2002) Determination of water saturation using miniature resistivity probes during intermediate scale and centrifuge multiphase flow laboratory experiments. J Geotech Test 25(1):95–103

    Google Scholar 

  • Kechavarzi C, Soga K, Illangasekare TH (2005) Two-dimensional laboratory simulation of LNAPL infiltration and redistribution in the vadose zone. J Contam Hydrol 76:211–233

    Article  Google Scholar 

  • Knight MA, Mitchell RJ (1996) Modelling of light nonaqueous phase liquid (LNAPL) releases into unsaturated sand. Can Geotech J 33:913–925

    Article  Google Scholar 

  • Kueper BH, Abbott W, Farquhar G (1989) Experimental observations of multiphase flow in heterogeneous porous media. J Contam Hydrol 5:83–95

    Article  Google Scholar 

  • Kunze RJ, Kirkham D (1962) Simplified accounting for membrane penetration in capillary conductivity determination. Proc Soil Sci Soc Am.26:421–426

    Google Scholar 

  • Lagaly G (1984) Clay-organic interactions. Phil Trans Royal Soc Lond A 311:315–332

    Article  Google Scholar 

  • Lassabatère T, Dridi W, Servant G (2004) Gas transfer and mechanical incidence on storage barriers. Appl Clay Sci 26: 511–520

    Article  Google Scholar 

  • Lenhard RJ, Parker JC (1988) Experimental validation of the theory of extending two phase saturation-pressure relations to three fluid phase system for monotonic drainage paths. Water Resour 24(3):373–380

    Article  Google Scholar 

  • Lenhard RJ, Johnson TG, Parker JC (1993) Experimental observation of non aqueous phase liquid subsurface movement. J Contam Hydrol 12:79–101

    Article  Google Scholar 

  • Leverett MC (1941) Capillary behaviour in porous solids. Trans Am Inst Metall Eng (142):152–169

  • Lo IMC, Hu LM, Meegoda JN (2004) Centrifuge modeling of light nonaqueous phase liquids transport in unsaturated soils. J Geotech Geoenviron Eng 130(5):535–539

    Article  Google Scholar 

  • Loiseau C, Cui YJ, Delage P (2002) The gradient effect on the water flow through a compacted swelling soil. Proceedings of the 3nd international conference on unsaturated soils, UNSAT’2002 (1), Recife, Brazil, Balkema, pp 395–400

  • Lord AE (1999) Capillary flow in the geotechnical centrifuge. Geotech Test J 22(4):292–300

    Google Scholar 

  • Maciejewski S (1993) Numerical and experimental study of solute transport in unsaturated soils. J Contam Hydrol 14:193–2065

    Article  Google Scholar 

  • Manassero M, Musso G, Rabozzi C, Ribotta L (2005) Retention curves for a polluted soil. Proceedings of the international symposium on advanced experimental unsaturated soil mechanics, Trento, Balkema, pp 459–465

  • Marcial D (2003) Comportement hydromécanique et microstructural des matériaux de barrière ouvragée. PhD Thesis, École nationale des ponts et chaussées, Paris, France. In French

  • Marcial D, Delage P, Cui YJ (2002) On the high stress compression of bentonites. Can Geotech J 39(4):812–820

    Article  Google Scholar 

  • Marshall P, Horseman S, Gimmi T (2005) Characterisation of gas transport properties of the Opalinus Clay, a potential host rock formation for radioactive waste disposal. Oil Gas Sci Technol–Rev IFP 60(1):121–139

    Article  Google Scholar 

  • Masrouri F, Bicalho KV, Kawai K (2008) Hydraulic testing in unsaturated soils. Geotech Geol Eng. doi:10.1007/s10706-008-9202-7

  • Mata C, Romero E, Ledesma A (2002) Hydro-chemical effects on water retention in bentonite-sand mixture. In: Recife, Brazil. Jucá, de Campos, Marinho (eds) Proceedings of the 3rd international conference on unsaturated soils, vol 1. A.A. Balkema Publishers, Lisse, pp 107–112

  • Mayor JC, García-Sineriz JL, Velasco M (2006) Desaturation effects in Opalinus clay. Geophysical research abstracts, vol. 8, 02294, European Geosciences Union

  • Mbonimpa M, Aubertin M, Aachib M, Bussière B (2003) Diffusion and consumption of oxygen in unsaturated cover materials. Can Geotech J 40(5):916–932

    Article  Google Scholar 

  • Moldrup P, Olesen T, Schjønning P,Yamaguchi T, Rolston DE (2000) Predicting the gas diffusion coefficient in undisturbed soil from soil water characteristics. Soil Sci Soc Am J 64:94–100

    Google Scholar 

  • Musso G, Romero-Morales E, Gens A, Castellanos E (2003) The role of structure in the chemically induced deformation of FEBEX bentonite. Appl Clay Sci (23):229–237

  • NECER (2000) In: Garnier J, Thorel L, Haza E (eds) Proceedings of the international symposium on physical modelling and testing in environmental geotechnics. La Baule, LCPC Paris

  • Nützmann G, Maciejewski S, Joswig K (2002) Estimation of water saturation dependence of dispersion in unsaturated porous media: experiments and modelling analysis. Adv Water Resour 25:565–576

    Article  Google Scholar 

  • Oostrom M, Hofstee C, Lenhard RJ, Wietsma TW (2003) Flow behaviour and residual saturation formation of liquid carbon tetrachloride in unsaturated heterogeneous porous media. J Contam Hydrol 64:93–112

    Article  Google Scholar 

  • Ortiz L, Volckaert G, Mallants D (2002) Gas generation and migration in Boom clay, a potential host rock formation for nuclear waste storage. Eng Geol 64:287–296

    Article  Google Scholar 

  • Oteo Mazo C, Saez Aunon J, Esteban F (1996) Laboratory tests and equipment with suction control. In: Alonso EE, Delage P (eds), Proceedings of the 1st international conference on unsaturated soils UNSAT’95 3, Paris, Balkema, Rotterdam, pp 1509–1515

  • Pantazidou M, Sitar N (1993) Emplacement of nonaqueous liquids in the vadose zone. Water Resour Res 29:705–722

    Article  Google Scholar 

  • Pantazidou M, Abu-Hassanein ZS, Riemer M (2000) Centrifuge study of DNAPL transport in granular media. J Geotech Geoenv Eng 126(2):105–115

    Article  Google Scholar 

  • Pintado X (2002) Caracterización del comportamiento termo-hidro-mecánico de arcillas expansivas. PhD Thesis, Universitat Politècnica de Catalunya, Barcelona, Spain. In Spanish

  • Plumb RH, Pitchford AM (1985) Volatil organic scans: implications for groundwater monitoring. Proceeedings of the natural water well association/American petroleum institution conference on petroleum hydrocarbons and organic chemicals in groundwater, Houston, Texas, pp 1–15

  • Rabozzi C, Ribotta L, Gremigni G (2006) Retention curves and hydraulic properties of a soil contaminated by NAPL. Proceedings of the 5th international conference on environmental geotechnics, vol 2, pp 1232–1239

  • Recordon E (1993) Déformabilité des sols non saturés à diverses températures. Revue Française de Géotechnique 69:37–56

    Google Scholar 

  • Reible DD, Illangasekare TH, Doshi DV, Malheit ME (1990) Infiltration of immiscible contaminant in the unsaturated zone. Groundwater 28:685–692

    Google Scholar 

  • Romero E, Li XL (2005) Thermo-hydro-mechanical tests using vapour and liquid transfer on a clay-based mixture. In: Tarantino A, Romero E, Cui YJ (eds) Proceedings of the international symposium on advanced experimental unsaturated soil mechanics. June 27–29, 2005, Trento, Italy. Taylor & Francis Group, London, pp 483–488

  • Romero E, Gens A, Lloret A (2001a) Temperature effects on the hydraulic behaviour of an unsaturated clay. Geotech Geol Eng 19: 311–332

    Article  Google Scholar 

  • Romero E, Gens A, Lloret A (2001b) Laboratory testing of unsaturated soils under simultaneous suction and temperature control. Proceedings of the 15th international conference on soil mechanical and geotechnical and engineering, Istambul. A.A. Balkema/Swets & Zeitlinger B.V., Lisse, vol. 1, pp 19–622

  • Romero E, Gens A, Lloret A (2003) Suction effects on a compacted clay under non-isothermal conditions. Géotechnique 53(1): 65–81

    Article  Google Scholar 

  • Romero E, García I, Knobelsdorf J (2005) Gas permeability evolution of a sand/bentonite during controlled-suction paths. In: Tarantino, Romero, Cui (eds) Proceedings of the international symposium on advanced experimental unsaturated soil mechanics. June 27–29, 2005, Trento, Italy. Taylor & Francis Group, London, pp 385–390

  • Rowe RK (2005) Long-term performance of contaminant barrier systems. Géotechnique 55(9):631–678

    Article  Google Scholar 

  • Rowe RK (2006) Some factors affecting geosynthetics used for geoenvironmental applications. Proceedings of the 5th international conference on environmental geotechnics, pp 43–69

  • Rowe RK, Badv K (1996) Advective diffusive contaminant migration in unsaturated sand and gravel. ASCE J Geotech Eng 122(12):965–975

    Article  Google Scholar 

  • Saix C (1991) Consolidation thermique par chaleur d’un sol non saturé. Can Geotech J 28:42–50

    Article  Google Scholar 

  • Saix C, Jouanna P (1990) Appareil triaxial pour l’étude du comportement thermique d’un sol non saturé. Can Geotech J 27:119–128

    Article  Google Scholar 

  • Schwille F (1988) Dense chlorinated solvents in porous and fractured media model experiments. Lewis Publishers, Boca Raton, Florida, 146 pp

    Google Scholar 

  • Sharma RS, Mohamed MHA (2003) Patterns and mechanisms of migration of light non-aqueous phase liquid in an unsaturated sand. Géotechnique 53(2):225–239

    Article  Google Scholar 

  • Schleyer R, Arneth JD, Kerndorff H, Milde G (1988) Main contaminants and priority pollutants from waste sites: criteria for selection with the aim of assessment on the groundwater path. Contaminated soil ‘88 2, Kluwer, pp 247–251

  • Soga K, Kechavarzi C, Coumoulos H., Shu S., Kawabata J., Esposito G, Allersma HGB (2000) Centrifuge modelling of water drainage and LNAPL infiltration in unsaturated soil deposits. In: Garnier J, Thorel L, Haza E (eds) Proceedings of the international symposium on physical modelling and testing in environmental geotechnics, LCPC Paris, pp 293–300

  • Steffy DA, Barry DA, Johnston CD (1997) Influence of antecedent moisture content on residual NAPL saturation. J Soil Contam 6(2):113–147

    Google Scholar 

  • Sultan N, Delage P, Cui YJ (2002) Temperature effects on the volume change behaviour of Boom clay. Eng Geol 64:135–145

    Article  Google Scholar 

  • Taïbi S, Ghembaza MS, Fleureau (2005) On the suction control techniques in studying the THM behaviour of unsaturated soils. In: Tarantino A, Romero E, Cui YJ (eds) Proceedings of the international symposium on advanced experimental unsaturated soil mechanics, Trento, Italy. Taylor & Francis Group, London, pp 69–75

  • Tanai K, Kanno T, Gallé C (1997) Experimental study of gas permeabilities and breackthrough pressures in clays. Proceedings of the fall meeting of the material research society, Boston, USA, vol. 465, pp 995–1002

  • Tang AM, Cui YJ (2005) Controlling suction by the vapour equilibrium technique at different temperatures and its application in determining the water retention properties of MX80 clay. Can Geotech J 42:287–296

    Article  Google Scholar 

  • Tang AM, Cui YJ (2006) Determining the thermal conductivity of compacted MX80 clay. In: Miller, Zapata, Houston, Fredlund (eds) Proceedings 4th international conference on unsaturated soils, Carefree, Arizona. Geotechnical Special Publication No. 147, vol. 2, ASCE, Virginia, pp 1695–1706

  • Van Geel PJ, Sykes JF (1994) Laboratory and model simulations of a LNAPL spill in variably-saturated sand: 1. Laboratory experiment and image analysis techniques. J Contam Hydrol 17:1–25

    Article  Google Scholar 

  • Villar MV (2006) Infiltration tests on a granite/bentonite mixture: influence of water salinity. Appl Clay Sci (31):96–109

  • Villar MV, Lloret A (2001) Variation of the intrinsic permeability of expansive clays upon saturation. In: Adachi K, Fukue M (ed) Clay science for engineering. Balkema, Rotterdam, pp 259–266

  • Villar MV, Lloret A (2004) Influence of temperature on the hydromechanical behaviour of a compacted bentonite. Appl Clay Sci 26:337–350

    Article  Google Scholar 

  • Villar MV, Martín PL, Lloret A (2005a) Determination of water retention curves of two bentonites at high temperature. In: Tarantino A, Romero E, Cui YJ (eds) Proceedings of the international symposium on advanced experimental unsaturated soil mechanics. June 27–29, 2005, Trento, Italy. Taylor & Francis Group, London, pp 77–82

  • Villar MV, Romero E, Lloret A (2005b) Thermo-mechanical and geochemical effects on the permeability of high-density clays. Proceedings of the international symposium on large scale field tests in granite. Advances in understanding engineered clay barriers. In: Alonso EE, Ledesma A (eds) A.A. Balkema Publishers, Leiden, pp 177–191

  • Villar MV, Lloret A (2006) Experimental investigation on the mechanical behaviour of unsaturated bentonite at high temperature. In: Miller, Zapata, Houston, Fredlund (eds) Geotechnical Special Publication No. 147, vol. 2. ASCE, Virginia, pp 1719–1730

  • Volckaert G, Ortiz L, De Cannière P, Put M., Horseman ST, Harrington JF, Fioravante V, Impey MD (1995) MEGAS: Modelling and experiments on gas migration in repository host rocks. Final report-Phase 1. CEC Nuclear Science & Technology Series, Luxembourg, European Commission Report EUR 16235 EN

  • Wiebe B, Graham J, Tang G X, Dixon D (1998) Influence of pressure, saturation and temperature on the behaviour of unsaturated sand-bentonite. Can Geotech J 35:194–205

    Article  Google Scholar 

  • Woodburn JA, Lucas B (1995) New approaches to the laboratory and field measurements of soil suction. In: Alonso EE, Delage P (eds) Proceedings of the 1st international conference on unsaturated soils, vol 2. Balkema/Presses des Ponts et Chaussées, Paris, pp 667–691

  • Yahia-Aissa M (2000) Comportement hydromécanique d’une argile gonflante fortement compactée. PhD thesis, Ecole Nationale des Ponts et Chaussées, Paris

  • Yahia-Aissa M, Delage P, Cui YJ (2000) Volume change behaviour of a dense compacted swelling clay under stress and suction changes. Experimental Evidence and Theoretical Approaches in Unsaturated Soils, Trento, Balkema, pp 65–74

  • Yahia-Aissa M, Delage P, Cui YJ (2001) Suction-water relationship in swelling clays. In: Adachi K, Fukue M (eds) Clay science for engineering, IS-Shizuoka International symposium on suction, swelling, permeability and structure of clays, Balkema, pp 65–68

  • Yong RN, Mohammed AMO, Warkentin BP (1992) Principles of contaminant transport in soils. Elsevier, Amsterdam, 327 pp

    Google Scholar 

  • Yoshimi Y, Osterberg JO (1963) Compression of partially saturated cohesive soils. J Soil Mech Found Div. ASCE SM4:1–24

    Google Scholar 

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Acknowledgements

The authors wish to acknowledge the support given by the European Community through the Marie-Curie Research and Training Network MUSE - Mechanics of Unsaturated Soils for Engineering - (MRTN-CT-2004-506861).

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Delage, P., Romero, E. Geoenvironmental Testing. Geotech Geol Eng 26, 729–749 (2008). https://doi.org/10.1007/s10706-008-9199-y

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