Abstract
The study of the temperature effects on the behaviour of saturated and unsaturated soils on triaxial paths requires the development of a new triaxial experimental device of 3.5 MPa of confining pressure and equipped with a heating collar-controlled temperature. In addition to this case of the unsaturated soils, a special pedestal is developed, so as to impose suctions up to 9 MPa using an osmotic solution of polyethylene glycol (PEG) 6000 through a permeable semi-membrane. Measurements of the degree of saturation and the variation of volume during tests induce various problems, primarily related to the thermal dilation of the osmotic solution and the cell-water system. These problems have been solved by carrying out a preliminary calibration. The applicability of this new apparatus concerns environmental geotechnics and geological engineering such as the design and behaviour of engineered barriers as well as the behaviour of the receiving layers of storage sites like radioactive waste.
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References
Baldi G, Hueckel T, Pellegrini R (1988) Thermal volume changes of the mineral-water system in low- porosity clay soils. Can Geotech J 25:807–825
Belanteur N, Tachrifet S, Pakzad M (1997) Etude des comportements mécanique, thermo-mecanique et hydromecanique des argiles gonflantes et non gonflantes fortement compactées. Revue Française de Géotechnique N° 78, pp 31–51
Beyne CE, De Visschere S (1995) Comportement hydro-mécanique de l’argile de Boom après un cycle thermique. Travail de fin d’études, Université Catholique de Louvain, 96 p
Biarez J, Taibi S (1997) Quelques apports des essais de laboratoires –Sables, argiles, roches tendres- Comportements repères. Journée du Comité Français de Mécanique des Sols «Les essais de laboratoires » 22 Janvier
Boisson JY, Billotte J, Norotte V (1993) Etude au laboratoire de l’influence de la température sur le fluage des roches argileuses. Published by EC, Luxembourg, EUR 14693 FR, 273p
Campanella RG, Mitchell JK (1968) Influence of temperature variations on soil behaviour. J Soil Mech Found Div ASCE Proc Am Soc Civ Eng 94:709–734
Casagrande A, Wilson SD (1960) Moderator’s report of session 2: testing equipment, techniques & errors. Reseach Conference “Shear strength of Cohesive soils. Published by ASCE and University of Colorado, pp 1123–1130
Cekerevac C, Laloui L, Vulliet L (2003) A new temperature controlled triaxial apparatus. In: Balkema (ed) Proceeding, 3rd Int. Symp. on deformation character of Geomaterials. Lyon, pp 133–137
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
Chijimatsu M, Fujita T, Sugita Y, Amemiya K, Kobayashi A (2001) Field experiment, results and TMH behavior in the Kamaishi mine experiment. Int J Rock Mech Min Sci 38:67–78
Chiu SL (1996) Behaviour of normally consolidated clay at elevated temperature. The University of Sydney, Sydney
Cui YJ (1993) Etude du comportement d’un limon compacté non saturé et de sa modélisation dans un cadre élasto-plastique. Thèse de doctorat, Ecole nationale des ponts et chaussées
Cuisinier O (2002) Comportement hydromécanique des sols gonflants compactés. Thèse de doctorat, Institut national polytechnique de Lorraine, France
De Bruyn D (1999) Influence d’une élévation de température sur le comportement physique et mécanique de l’argile de Boom dans le cadre de la problématique de galeries d’enfouissement de déchets radioactifs. Thèse de Doctorat en Sciences Appliquées, Université Catholique de Louvain, Belgique
Delage P, Sultan N, Cui YJ (2000) On the thermal consolidation of Boom clay. Can Geotech J 37:343–354
Delage P, Suraj de Silva GPR, De Laure E (1987) Un nouvel appareil triaxial pour les sols non saturés. Proceeding of the 9th European Conference on Soils Mechanics and Foundation Engineering, vol 1, pp 26–28, Balkema, Dublin
Delage P, Suraj de Silva GPR, Vicol T (1992) Suction controlled testing of non saturated soils with an osmotic consolidometer. Proceedings 7th International Conference on Expansive Soils, Dallas, pp 206–211
Delage P, Howat MD, Cui YJ (1998) The relationship between suction and swelling properties in a heavily compacted unsaturated clay. Eng Geol 50:31–48
Derenne F (1996) Etude de l’influence de la température sur le comportement rhéologique de l’argile de Boom. Travail de fin d’études, Université Catholique de Louvain, 92 p
Despax D (1976) Influence de la température sur les propriétés mécaniques des argiles saturées normalement consolidées. Thèse de doctorat, Ecole Centrale Paris
Devillers P (1998) Couplages thermomécaniques en milieux poreux: application à la consolidation d’un sol non saturé. Thèse de doctorat, Université Montpellier 2
Eriksson LG (1989) Temperature effects on consolidation properties of sulphide clays. Proc Twelfth Int Conf Soil Mech Found Eng 3:2087–2090
Fleureau JM (1980) Etude de l’influence d’un champ thermique ou électrique sur les propriétés mécaniques et hydrauliques des argiles. Thèse de Docteur-Ingénieur, Ecole Centrale Paris, Châtenay-Malabry, France
Fleureau JM (1972) Influence de la température sur les propriétés mécaniques des argiles saturées normalement consolidées. Recueil de Recherche sous la direction de J. Biarez, Ecole Centrale des Arts et Manufactures, 13p
Fleureau JM, Soemitro R, Taibi S (1992) Behavior of an expansive clay related to suction. Proceedings 7th International Conference on expansive soils, Dallas, pp 173–178
Fleureau JM, Taibi S (1993) Mechanical behaviour of an unsaturated loam on the oedometric path. Proceedings of the 1st international symposium on engineering characteristics of arid soils. London. In: Fookes PG, Parry RHG (eds) A.A. Balkema, Rotterdam. pp 241–246
Ghahremannejad B (2003) Thermo-mechanical behaviour of two reconstituted clays. PhD Thesis, University of Sydney
Ghembaza MS (2004) Etude du comportement thermo-hydro-mécanique des sols argileux soumis à une pression interstitielle négative. Thèse de Doctorat, Université du Havre, France
Habibagahi K (1977) Temperature effect and the concept of effective void ratio. Indian Geotech J 7(1):14–34
Horseman ST, Winter MG, Entwisle DC (1993) Triaxial experiments on Boom Clay. Proc 26th Annual Conference of the Engineering Group of the Geological Society, The Engineering Geology of Weak Rock, Leeds, 9–13 September 1990, p35–49. Publ Rotterdam: A A Balkema, 1993 (Engineering Geology Special Publication No. 8)
Huertas F, Fuentes-Cantillana JL, Jullien F, Rivas P, Linares J, Farina P, Ghoreychi M, Jockwer N, Kickmaier W, Martinet MA, Samper J, Alonso E, Elorza FS (2000) Full scale engineered barriers experiment for a high-level radioactive waste in crystalline host rock (FEBEX Project). Final Report. European Commission. Report no EUR 19147
Jamin F (2003) Contribution à l’étude du transport de matière et de la rhéologie dans les sols non saturés à différentes températures Thèse de Doctorat, Université de Montpellier II, France, 260p
Kassif G, Ben Shalom A (1971) Experimental relationship between swell pressure and suction. Geotechnique 21(3):245–255
Komornik A, Livneh M, Smucha S (1980) Shear strength and swelling of clays under suction. Proceedings 4th International Conference on Expansive Soils, Denver, CO, vol 1, pp 206–226
Kuntiwattanakul P, Towhata I, Ohishi K, Seko I (1995) Temperature effects on undrained shear characteristics of clay. Soils Found 35(1):147–162
Noble CA, Demirel T (1969) Effect of temperature on strength behavior of cohesive soil. Highw Res Board Sp Rpt 103:204–219
Norotte V (1991) Evolution des caractéristiques mécaniques et de la perméabilité de matériaux argileux sous l’effet de sollicitations thermiques. Thèse de doctorat, Ecole Nationale Supérieur des Mines, Paris, 160 p
Paaswell RE (1967) Temperature effects on clay soil consolidation. J Soil Mech Found Eng. ASCE 93 (SM3), pp 9–22
Rahbaoui A (1996) Modélisation du comportement thermo-mecanique des argiles saturées: application au stockage des déchets radioactifs. Thèse de doctorat, Université d’Orléans. 293p
Romero E, Facio JA, Lloret A, Gens A, Alonso EE (1997) A new suction and temperature controlled triaxial apparatus. Proceedings of the 14th international conference on soil mechanics and foundation engineering, vol 1, pp 185−188
Romero E, Lloret A, Gens A (1995) Development of a new suction and temperature controlled oedometer cell. Unsaturated Soils/Sols Non Saturés, Proceedings of the 1st international conference on unsaturated soils/UNSAT’95/Paris/France, vol 2 pp 553−559
Romero EM (1999) Characterisation and thermo-hydro-mechanical behaviour of unsaturated boom clay and experimental study. PhD Thesis, Université Polytechnique de Catalunya, Barcelona, Espagne
Saix C (1991) Consolidation thermique par chaleur d’un sol non saturé. Can Geotech J 28:42–50
Saix C, Jouanna P (1990) Appareil triaxial pour l’étude du comportement thermique des sols non saturés. Can Geotech J 27:119–128
Saix C, Devillers P, El Youssoufi MS (2000) Élément de couplage thermomécanique dans la consolidation de sols non saturés. Can Geotech J 37:308–317
Sayad-Gaidi C (2003) Ecoulements dans les milieux poreux peu perméables saturés et non saturés. Thèse de doctorat, Ecole Central Paris
Sultan N (1997) Etude du comportement thermo mécanique de l’argile de Boom: expérience et modélisation. Thèse de Doctorat, Ecole Nationale des Ponts et Chaussées, Paris, France, 310p
Sultan N, Delage P, Cui YJ (2002) Temperature effects on the volume change behaviour of Boom clay. Eng Geol 64:135–145
Suraj de Silva GPR (1987) Etude expérimentale du comportement d’un limon non saturé sous succion contrôlée. Thèse de doctorat. Ecole Nationale des Ponts et Chaussées, Paris
Tanaka N, Graham J, Crilly T (1997) Stress-strain behaviour of reconstituted illitic clay at different temperatures. Eng Geol 47:339–350
Tang A-M, Cui Y-J, Barnel N (2007) A new isotropic cell for studying the thermo-mechanical behavior of unsaturated expansive clays. Geotech Test J 30(5):341–348
Tasiaux A (1996) Comportement hydromécanique de l’argile de Boom, Etude et développement du mode opératoire des essais triaxiaux à haute température. Travail de fin d’études, Université Catholique de Louvain, 76 p
Towhata I, Kuntiwattanakul P, Seko I, Ohishi K (1993) Volume change of clays induced by heating as observed in consolidation tests. Soils Found 4:170–183
Uchaipichat A (2005) Experimental investigation and constitutive modelling of thermo-hydro-mechanical coupling in unsaturated soils. Thesis for the degree of Doctor of Philosophy, the University of New South Wales Sydney, New South Wales, Australia
Virdi SPS, Keedwell MJ (1989) An interpretation of some observed effects of temperature variation on soil behaviour. In: Keedwell MJ (ed) International conference on “rheology and soil mechanics”, coventry. Elsevier Applied Science Publishers, London, pp 336–354
Wiebe B, Braham J, Xiangmin TG, Dixon D (1998) Influence of pressure, saturation and temperature on the behaviour of unsaturated sand-bentonite. Can Geotech J 35:194–205
Williams J, Shaykewich CF (1969) An evaluation of polyethylene glycol (PEG) 6000 and PEG 20 000 in the osmotic control of soil water matrix potential. Can J Soil Sci 102(6):394–401
Yahia-Aïssa M (1999) Comportement hydromécanique d’une argile gonflante fortement compactée. Thèse de doctorat de l’Ecole Nationale des Ponts et Chaussées, Paris
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Ghembaza, M.S., Taïbi, S. & Fleureau, J.M. New thermal triaxial apparatus for unsaturated soils using the osmotic method. Arab J Geosci 8, 3365–3380 (2015). https://doi.org/10.1007/s12517-014-1471-2
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DOI: https://doi.org/10.1007/s12517-014-1471-2