[en] The drilling of galleries induces damage propagation in the surrounding medium and creates, around them, the excavation damaged zone (EDZ). The prediction of the extension and fracture structure of this zone remains a major issue, especially in the context of underground nuclear waste storage. Experimental studies on geomaterials indicate that localised deformation in shear band mode usually appears prior to fractures. Thus, the excavation damaged zone can be modelled by considering the development of shear strain localisation bands. In the classical finite element framework, strain localisation suffers a mesh-dependency problem. Therefore, an enhanced model with a regularisation method is required to correctly model the strain localisation behaviour. Among the existing methods, we choose the coupled local second gradient model. We extend it to unsaturated conditions and we include the solid grain compressibility. Furthermore, air ventilation inside underground galleries engenders a rock– atmosphere interaction that could influence the damaged zone. This interaction has to be investigated in order to predict the damaged zone behaviour. Finally, a hydromechanical modelling of a gallery excavation in claystone is presented and leads to a fairly good representation of the EDZ. The main objectives of this study are to model the fractures by considering shear strain localisation bands, and to investigate if an isotropic model accurately reproduces the in situ measurements. The numerical results provide information about the damaged zone extension, structure and behaviour that are in very good agreement with in situ measurements and observations. For instance, the strain localisation bands that develop in chevron pattern during the excavation and rock desaturation, due to air ventilation, are observed close to the gallery.
Research Center/Unit :
ArGEnCo
Disciplines :
Civil engineering
Author, co-author :
Pardoen, Benoît ; Université de Liège - ULiège > Département ArGEnCo > Géomécanique et géologie de l'ingénieur
Levasseur, Séverine ; Université de Liège - ULiège > Département ArGEnCo > Géomécanique et géologie de l'ingénieur
Collin, Frédéric ; Université de Liège - ULiège > Département ArGEnCo > Géotechnique
Language :
English
Title :
Using local second gradient model and shear strain localisation to model the excavation damaged zone in unsaturated claystone
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Bibliography
Aifantis EC (1984) On the microstructural origin of certain inelastic models. J Eng Mater Technol 106(4):326–330
Alshibli K, Batiste S, Sture S (2003) Strain localization in sand: plane strain versus triaxial compression. J Geotech Geoenviron Eng 129(6):483–494
Andra (2005) Dossier 2005 Argile. Synthesis: evaluation of the feasibility of a geological repository in an argillaceous formation, Meuse/Haute Marne site. Tech rep, Paris, France
Armand G, Wileveau Y, Delay J (2007) Analyse des perméabilités mesurées autour des ouvrages du LSMHM au niveau −490 m pour déterminer des lois empiriques utilisables dans des calculs hydromécaniques couplés en milieu continu. Tech. Rep. D.NT.ALS.07.0453, Andra
Armand G, Leveau F, Nussbaum C, de La Vaissiere R, Noiret A, Jaeggi D, Landrein P, Righini C (2014) Geometry and properties of the excavation-induced fractures at the Meuse/Haute-Marne URL drifts. Rock Mech Rock Eng 47(1):21–41
Barnichon JD (1998) Finite element modelling in structural and petroleum geology. Ph.D. thesis, Faculté des Sciences Appliquées, Université de Liège, Belgium
Bazant ZP, Belytschko TB, Chang TP (1984) Continuum theory for strain softening. J Eng Mech 110(12):1666–1692
Bäckblom G (1991) The Äspö hard rock laboratory—a step toward the Swedish final repository for high-level radioactive waste. Tunn Undergr Sp Tech 6(4):463–467
Behlau J, Mingerzahn G (2001) Geological and tectonic investigations in the former Morsleben salt mine (Germany) as a basis for the safety assessment of a radioactive waste repository. Eng Geol 61(2–3):83–97
Blümling P, Bernier F, Lebon P, Martin CD (2007) The excavation damaged zone in clay formations time-dependent behaviour and influence on performance assessment. Phys Chem Earth 32(8–14):588–599
Bordeau F, Dedeckerv C, Billaux D (2007) Discrete modelling of drift behaviour in the meuse/haute-marne url (france). In: Clays in natural and engineered barriers for radioactive waste confinement, International Meeting, Lille, France
de Borst R, Mühlhaus HB (1992) Gradient-dependent plasticity: formulation and algorithm aspects. Int J Numer Meth Eng 35(3):521–539
Bossart P, Meier PM, Moeri A, Trick T, Mayor JC (2002) Geological and hydraulic characterisation of the excavation disturbed zone in the Opalinus Clay of the Mont Terri Rock Laboratory. Eng Geol 66(1–2):19–38
Bésuelle P, Chambon R, Collin F (2006) Switching deformation modes in post-localization solutions with a quasibrittle material. J Mech Mater Struct 1(7):1115–1134
Chambon R, Moullet JC (2004) Uniqueness studies in boundary value problems involving some second gradient models. Comput Methods Appl Mech Eng 193(27–29):2771–2796
Chambon R, Caillerie D, Hassan NE (1998) One-dimensional localisation studied with a second grade model. Eur J Mech A Solid 17(4):637–656
Chambon R, Caillerie D, Matsushima T (2001) Plastic continuum with microstructure, local second gradient theories for geomaterials: localization studies. Int J Solids Struct 38(46–47):8503–8527
Charlier R (1987) Approche unifiée de quelques problémes non linéaires de mécanique des milieux continus par la méthode des éléments finis (grandes déformations des métaux et des sols, contact unilatéral de solides, conduction thermique et écoulements en milieu poreux). Ph.D. thesis, Faculté des Sciences Appliquées, Université de Liège, Belgium
Charlier R, Collin F, Pardoen B, Talandier J, Radu JP, Gerard P (2013) An unsaturated hydro-mechanical modelling of two in-situ experiments in Callovo–Oxfordian argillite. Eng Geol 165:46–63
Chen L (2009) Contribution à la modélisation du comportement hydromécanique des géomatériaux semi-fragiles. Ph.D. thesis, Université des Sciences et Technologies de Lille, Lille
Collin F (2003) Couplages thermo-hydro-mècaniques dans les sols et les roches tendres partiellement saturès. Ph.D. thesis, Facultè des Sciences Appliquèes, Universitè de Liège, Belgium
Collin F, Chambon R, Charlier R (2006) A finite element method for poro mechanical modelling of geotechnical problems using local second gradient models. Int J Numer Meth Eng 65(11):1749–1772
Collin F, Levasseur S, Chambon R (2009) Numerical post failure methods in multiphysical problems. Eur J Environ Civ Eng 13(7–8):983–1004
Cosserat E, Cosserat F (1909) Théorie des Corps Déformables. Hermann, Paris
Coussy O (2004) Poromechanics. John Wiley, New York
Croisé J, Schlickenrieder L, Marschall P, Boisson JY, Vogel P, Yamamoto S (2004) Hydrogeological investigations in a low permeability claystone formation: the Mont Terri Rock Laboratory. Phys Chem Earth 29(1):3–15
Cruchaudet M, Noiret A, Talandier J, Armand G (2010a) Expérimentation SDZ—Bilan de la mise en place de l’instrumentation et des premières mesures à fin mars 2010—Centre de Meuse/Haute-Marne. Tech. Rep. D.RP.AMFS.09.0087, Andra
Cruchaudet M, Noiret A, Talandier J, Gatmiri B, Armand G (2010b) OHZ en GED: EDZ initiale et évolution. Tech. Rep. D.RP.AMFS.11.0016, Andra
Delage P, Howat MD, Cui YJ (1998) The relationship between suction and swelling properties in a heavily compacted unsaturated clay. Eng Geol 50(1–2):31–48
Delay J, Vinsot A, Krieguer JM, Rebours H, Armand G (2007) Making of the underground scientific experimental programme at the Meuse/Haute-Marne underground research laboratory, North Eastern France. Phys Chem Earth 32(1–7):2–18
Desrues J (2005) Hydro-mechanical coupling and strain localization in saturated porous media. Rev Eur Gènie Civ 9(5–6):619–634
Desrues J, Viggiani G (2004) Strain localization in sand: an overview of the experimental results obtained in Grenoble using stereophotogrammetry. Int J Numer Anal Met 28(4):279–321
Detournay E, Cheng AHD (1993) Comprehensive rock engineering: principles, practice and projects, vol 2 analysis and design method. Chapter 5: Fundamentals of poroelasticity. Pergamon Press, Oxford, pp 113–171
Diederichs MS (2003) Rock fracture and collapse under low confinement conditions. Rock Mech Rock Eng 36(5):339–381
Emsley S, Olsson O, Stenberg L, Alheid HJ, Falls S (1997) ZEDEX: a study of damage and disturbance from tunnel excavation by blasting and tunnel boring. Svensk Kärnbränslehantering AB/Swedish Nuclear Fuel and Waste Management Co.
Finno R, Harris W, Mooney M, Viggiani G (1996) Strain localization and undrained steady state of sands. J Geotech Eng ASCE 122(6):462–473
Finno R, Harris W, Mooney M, Viggiani G (1997) Shear bands in plane strain compression of loose sand. Géotechnique 47(1):149–165
Félix B, Lebon P, Miguez R, Plas F (1996) A review of the ANDRA’s research programmes on the thermo-hydromechanical behavior of clay in connection with the radioactive waste disposal project in deep geological formations. Eng Geol 41(1–4):35–50
Gens A, Garcia-Molina AJ, Olivella S, Alonso EE, Huertas F (1998) Analysis of a full scale in situ test simulating repository conditions. Int J Numer Anal Met 22(7):515–548
van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44(5):892–898
Gerard P, Léonard A, Masekanya JP, Charlier R, Collin F (2010) Study of the soil–atmosphere moisture exchanges through convective drying tests in non-isothermal conditions. Int J Numer Anal Meth Geomech 34(12):1297–1320
Germain P (1973) The method of virtual power in continuum mechanics. Part 2 microstructure. SIAM J Appl Math 25(3):556–575
Han C, Drescher A (1993) Shear bands in biaxial tests on dry coarse sand. Soils Found 33(1):118–132
Jenq YS, Shah SP (1988) Mixed-mode fracture of concrete. Int J Fract 38(2):123–142
Kickmaier W, McKinley I (1997) A review of research carried out in European rock laboratories. Nucl Eng Des 176(1–2):75–81
Kotronis P, Collin F, Bésuelle P, Chambon R, Mazars J (2007) Local second gradient models and damage mechanics: 1D post-localization studies in concrete specimens. In: Exadaktylos G, Vardoulakis I (eds) Bifurcation, instabilities and degradation in geomechanics. Springer, Berlin, Heidelberg, New York, pp 127–142
Langer M (1999) Principles of geomechanical safety assessment for radioactive waste disposal in salt structures. Eng Geol 52(3–4):257–269
Lenoir N, Bornert M, Desrues J, Bésuelle P, Viggiani G (2007) Volumetric digital image correlation applied to X-ray microtomography images from triaxial compression tests on argillaceous rock. Strain 43(3):193–205
Levasseur S, Bésuelle P, Collin F, Chambon R, Charlier R, Viggiani C (2009) EDZ in clayey rocks: which effect on permeability? In: Li X, Jing L, Blaser P (eds) Impact of thermo-hydro-mechanical-chemical (THMC) processes on the safety of underground radioactive waste repositories. Proceedings of the European Commission TIMODAZ-THERESA International Conference. European Commission, Luxembourg, pp 173–183
Levasseur S, Charlier R, Frieg B, Collin F (2010) Hydro-mechanical modelling of the excavation damaged zone around an underground excavation at Mont Terri Rock Laboratory. Int J Rock Mech Min 47(3):414–425
Léonard A, Blacher S, Marchot P, Crine M (2002) Use of X-ray microtomography to follow the convective heat drying of wastewater sludges. Dry Technol 20(4–5):1053–1069
Léonard A, Blacher S, Marchot P, Pirard JP, Crine M (2003) Image analysis of X-ray microtomograms of soft materials during convective drying. J Microsc 212(Pt2):197–204
Léonard A, Blacher S, Marchot P, Pirard J, Crine M (2005) Convective drying of wastewater sludges: influence of air temperature, superficial velocity and humidity on the kinetics. Dry Technol 23(8):1667–1679
Matray JM, Savoye S, Cabrera J (2007) Desaturation and structure relationships around drifts excavated in the well-compacted Tournemire’s argillite (Aveyron, France). Eng Geol 90(1–2):1–16
Mayor JC, Velasco M, García-Siñeriz JL (2007) Ventilation experiment in the Mont Terri underground laboratory. Phys Chem Earth 32(8–14):616–628
Mindlin RD (1964) Micro-structure in linear elasticity. Arch Ration Mech An 16(1):51–78
Mindlin RD (1965) Second gradient of strain and surface-tension in linear elasticity. Int J Solids Struct 1:417–438
Mokni M, Desrues J (1999) Strain localisation measurements in undrained plane-strain biaxial test on Hostun RF sand. Mech Cohes Frict Mat 4(4):419–441
Neerdael B, Boyazis JP (1997) The Belgium underground research facility: status on the demonstration issues for radioactive waste disposal in clay. Nucl Eng Des 176(1–2):89–96
Nuth M, Laloui L (2008) Effective stress concept in unsaturated soils: clarification and validation of a unified framework. Int J Numer Anal Met 32(7):771–801
Olivella S, Alonso EE (2008) Gas flow through clay barriers. Géotechnique 58(3):157–176
Peerlings RHJ, de Borst R, Brekelmans WAM, de Vree JHP (1996a) Gradient-enhanced damage for quasi-brittle materials. Int J Numer Meth Eng 39:3391–3403
Peerlings RHJ, de Borst R, Brekelmans WAM, de Vree JHP, Spee I (1996b) Some observations on localisation in non-local and gradient damage models. Eur J Mech A/Solids 15(6):937–953
Peron H, Hueckel T, Laloui L, Hu LB (2009a) Fundamentals of desiccation cracking of fine-grained soils: experimental characterisation and mechanisms identification. Can Geotech J 46(10):1177–1201
Peron H, Laloui L, Hueckel T, Liang BH (2009b) Desiccation cracking of soils. Eur J Environ Civ Eng 13(7–8):869–888
Pietruszczak ST, Mróz Z (1981) Finite element analysis of deformation of strain-softening materials. Int J Numer Meth Eng 17(3):327–334
Pietruszczak ST, Pande GN (2001) Description of soil anisotropy based on multi-laminate framework. Int J Numer Anal Meth Geomech 25(2):197–206
Pietruszczak ST, Lydzba D, Shao JF (2002) Modelling of inherent anisotropy in sedimentary rocks. Int J Solids Struct 39(3):637–648
Plassart R, Fernandes R, Giraud A, Hoxha D, Laigle F (2013) Hydromechanical modelling of an excavation in an underground research laboratory with an elastoviscoplastic behaviour law and regularization by second gradient of dilation. Int J Rock Mech Min 58:23–33
Romero E, Gens A, Lloret A (2001) Temperature effects on the hydraulic behaviour of an unsaturated clay. Geotech Geol Eng 19(3–4):311–332
Sieffert Y, Holo SA, Chambon R (2009) Loss of uniqueness of numerical solutions of the borehole problem modelled with enhanced media. Int J Solids Struct 46(2):3173–3197
Ta AN (2009) Etude de l’interaction sol–atmosphére en chambre environnementale. Ph.D. thesis, Ecole Nationale des Ponts et Chaussées, Paris
Toupin R (1962) Elastic materials with couple-stresses. Arch Ration Mech Anal 11(1):385–414
Tsang CF, Bernier F (2004) Definitions of excavation disturbed zone and excavation damaged zone, in impact of the excavation disturbed or damaged zone (EDZ) on the performance of radioactive waste geological repositories. In: Proceedings European Commission CLUSTER Conference and Workshop on EDZ in radioactive waste geological repositories, Luxembourg
Tsang CF, Bernier F, Davies C (2005) Geohydromechanical processes in the excavation damaged zone in crystalline rock, rock salt, and indurated and plastic clays—in the context of radioactive waste disposal. Int J Rock Mech Min 42(1):109–125
Vardoulakis I, Goldscheider M, Gudehus Q (1978) Formation of shear bands in sand bodies as a bifurcation problem. Int J Numer Anal Met 2(2):99–128
Wileveau Y, Cornet FH, Desroches J, Blumling P (2007) Complete in situ stress determination in an argillite sedimentary formation. Phys Chem Earth 32(8–14):866–878
Wu S, Wang X (2010) Mesh dependence and nonlocal regularization of one-dimensional strain softening plasticity. J Eng Mech 136(11):1354–1365
Young JF (1967) Humidity control in the laboratory using salt solutions—a review. J Appl Chem 17(9):241–245
Zervos A, Papanastasiou P, Vardoulakis I (2001a) Modelling of localisation and scale effect in thick-walled cylinders with gradient elastoplasticity. Int J Solids Struct 38(30–31):5081–5095
Zervos A, Papanastasious P, Vardoulakis I (2001b) A finite element displacement formulation for gradient elastoplasticity. Int J Numer Meth Eng 50(6):1369–1388
Zhang F, Jia Y, Bian HB, Duveau G (2013) Modeling the influence of water content on the mechanical behavior of Callovo–Oxfordian argillite. Phys Chem Earth 65:79–89
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