Abstract
There are very few data on the thermoplastic behaviour of claystones, while their knowledge is necessary in understanding long-term behaviour of high-level radioactive waste confining systems. In this paper, a number of thermomechanical parameters of the Callovo–Oxfordian claystone, the possible host rock of radioactive waste in France, are presented. These parameters were obtained from experiments performed on a hollow cylinder cell. The short drainage path of this device allows a good saturation in a reasonably short time; also, the good drainage conditions and reasonable homogeneity of pore pressure during the tests in such a low-permeability material. The saturation procedure was performed under in-site stresses prior to testing to reduce the swelling effect during hydration. The thermomechanical experimental programme conducted here evidenced a plastic contraction of the claystone during drained heating under in-situ stress conditions, like in normally consolidated soils. Previous loading induced a dilating–contracting response comparable to that of overconsolidated clays. Finally, whereas the elastic response appeared to be temperature independent, the plastic compressibility investigated through a drained isothermal isotropic compression test at 80 °C increased compared to that at 25 °C. These first results should be confirmed by further thermomechanical investigation on claystones.
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References
ANDRA (2005) Dossier Argiles. Reference for Meuse/Haute Marne site. ANDRA Report C.RP.ADS.04.0022
Armand G (ANDRA) 2012. Personal communication
Atkins P, de Paula J (2002) Physical chemistry, 7th edn, Oxford University Press, Oxford
Auvray C (2004) Thermomechanical tests on opalinus clays of the Mont Terri, ANDRA Report C.RP.OENG.04–0239
Baldi G, Hueckel T, Pellegrini R (1988) Thermal volume changes of the mineral-water system in low porosity clay soils. Canadian Géotech J 25:807–825
Bishop AW (1976) The influence of system compressibility on the observed pore pressure response to an undrained change in stress in saturated rock. Géotechnique 26(2):371–375
Cui YJ, Le TT, Tang AM, Delage P, Li XL (2009) Investigating the time dependent behaviour of Boom clay under thermo-mechanical loading. Géotechnique 59(4):319–329
Delage P, Sultan N, Cui YJ (2000) On the thermal consolidation of boom clay. Can Geotech J 37(2):343–354
Delage P, Le TT, Tang AM, Cui YJ, Li XL (2007) Suction effects in deep boom clay block samples. Géotechnique 57(1):239–244
Escoffier S (2002) Caractérisation expérimentale du comportement hydromécanique des argilites de Meuse/Haute-Marne. PhD thesis, INPL
Fei Y (1995) Thermal expansion. In: Thomas JA (ed) Mineral physics and crystallography: a handbook of physical constants. American Geophysical Union Online Reference 2: 29–44
François B, Laloui L, Laurent C (2009) Thermo-hydro-mechanical simulation of ATLAS in situ large scale test in boom clay. Comput Geotech 36(4):624–640
Gens A, Vaunat J, Garitte B, Wileveau Y (2007) In situ behaviour of a stiff layered clay subjected to thermal loading: observations and interpretation. Géotechnique 57(2):207–228
Ghabezloo S, Sulem J (2010) Effect of the volume of the drainage system on the measurement of undrained thermo-poro-elastic parameters. Int J Rock Mech Min Sci 47:60–68
Hueckel T, Baldi G (1990) Thermoplasticity of saturated clays: experimental consitutive study. J Geotech Eng 116(12):1778–1796
Juza M (1966) An equation of state of water and steam. Steam tables in the critical region and in the range from 1000 to 100000 bars. Academia; Prague, Czechoslovakia
Leong EC, Tripathy S, Rahardjo H (2003) Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique. Géotechnique 53(2):173–182
McTigue DF (1986) Thermoelastic response of fluid-saturated porous rock. J Geophys Res 91(B9):9533–9542
Mohajerani M, Delage P, Monfared M, Tang AM, Sulem J, Gatmiri B (2011) Oedometric compression and swelling behaviour of the Callovo-Oxfordian argillite. Int J Rock Mech Min Sci 48(4):606–615
Mohajerani M, Delage P, Sulem J, Monfared M, Tang AM, Gatmiri B (2012) A laboratory investigation of thermally induced pore pressures in the Callovo-Oxfordian Claystone. Int J Rock Mech Min Sci. doi:10.1016/j.ijrmms.2012.02.012
Monfared M, Delage P, Sulem J, Mohajerani M, Tang AM, De Laure E (2011a) A new hollow cylinder triaxial cell to study the behaviour of geomaterials with low permeability. Int J Rock Mech Min Sci 48(4):637–649
Monfared M, Sulem J, Delage P, Mohajerani M (2011b) A laboratory investigation on thermal properties of the opalinus claystone. Int J Rock Mech Rock Eng 44(6):735–747
Monfared M, Sulem J, Delage P, Mohajerani M (2012) On the THM behaviour of a sheared boom clay sample: application to the behaviour and sealing properties of the EDZ. Eng Geol 124:47–58
Palciauskas VV, Domenico PA (1982) Characterization of drained and undrained response of thermally loaded repository rocks. Water Resour Res 18(2):281–290
Sulem J, Vardoulakis I, Ouffroukh H, Boulon M, Hans J (2004) Experimental characterization of the thermo-poromechanical properties of the Aegion fault gouge. Compt Rendus Geosci 336(45):455–466
Sulem J, Lazar P, Vardoulakis I (2007) Thermo-poro-mechanical properties of clayey gouge and application to rapid fault shearing. Int J Num Anal Methods Geomech 31(3):523–540
Sultan N, Delage P, Cui YJ (2002) Temperature effects on the volume change behaviour of boom clay. Eng Geol 64(2–3):135–145
Valès F (2008) Modes de déformation et d’endommagement de roches argileuses profondes sous sollicitations hydro-mécaniques. PhD Thesis, Ecole Polytechnique
Wileveau Y, Cornet FH, Desroches J, Blümling P (2007) Complete in situ stress determination in an argillite sedimentary formation. Phys Chem Earth A/B/C 32 (8–14): 866–878
Yven B, Sammartino S, Geroud Y, Homand F, Villieras F (2007) Mineralogy, texture and porosity of Callovo-Oxfordian claystones of the Meuse/Haute-Marne region (eastern Paris Basin). Mémoires de la Société géologique de France ISSN 0249–7549(178):73–90
Zhang C, Rothfuchs T (2004) Experimental study of the hydro-mechanical behaviour of the Callovo-Oxfordian argilite. Appl Clay Sci 26(1–4):325–336
Zhang C, Rothfuchs T, Su K, Hoteit N (2007) Experimental study of the thermo-hydro-mechanical behaviour of indurated clays. Phys Chem Earth A/B/C 32(8–14):957–965
Zhang C-L, Rothfuchs T, Su K (2008) Laboratory experiments on thermal effects on clay rocks. The 3rd international conference on coupled THMC processes in geo-systems, GEOPRO2008, Lille
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Mohajerani, M., Delage, P., Sulem, J. et al. The Thermal Volume Changes of the Callovo–Oxfordian Claystone. Rock Mech Rock Eng 47, 131–142 (2014). https://doi.org/10.1007/s00603-013-0369-8
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DOI: https://doi.org/10.1007/s00603-013-0369-8