Modelling the multiscale behaviour of claystone: deformation, rupture, and hydro-mechanical phenomena around underground galleries

Benoît Pardoen; Frédéric Collin; Pierre Bésuelle; Robert Charlier; Jean Talandier; Stefano Dal Pont; Philippe Cosenza; Abraham P. van den Eijnden; Jacques Desrues

doi:10.1051/e3sconf/202020510003

All issues

Volume 205 (2020)

E3S Web Conf., 205 (2020) 10003

References

Open Access

Issue		E3S Web Conf. Volume 205, 2020 2^nd International Conference on Energy Geotechnics (ICEGT 2020)


Article Number		10003
Number of page(s)		7
Section		Minisymposium: Shale and Clay Behavior for Energy Production and Nuclear Waste Disposal (organized by Alessio Ferrari and Russell T. Ewy)
DOI		https://doi.org/10.1051/e3sconf/202020510003
Published online		18 November 2020

G. Armand, F. Leveau, C. Nussbaum, R. de La Vaissiere, A. Noiret, D. Jaeggi, P. Landrein, C. Righini. Geometry and properties of the excavation-induced fractures at the Meuse/Haute-Marne URL drifts. Rock Mech. Rock Eng. 47:21-41 (2014) [Google Scholar]
C.F. Tsang, F. Bernier, F., C. Davies. 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. Sci. 42:109-125 (2005) [CrossRef] [Google Scholar]
B. Yven, S. Sammartino, Y. Geraud, F. Homand, F. Villieras. Mineralogy, texture and porosity of Callovo-Oxfordian argillites of the Meuse/Haute-Marne region (eastern Paris Basin). Mém. Soc. Géol. France. 178:73-90 (2007) [Google Scholar]
F. Collin, P. Kotronis, B. Pardoen. Numerical Modeling of Multiphysics Couplings and Strain Localization. Chapter 7 in Instabilities Modeling in Geomechanics. (SCIENCES, ISTE, 2020) [Google Scholar]
B. Pardoen, F. Collin. Modelling the influence of strain localisation and viscosity on the behaviour of underground drifts drilled in claystone. Comput. Geotech. 85:351-367 (2017) [Google Scholar]
B. Pardoen, J. Talandier, F. Collin. Permeability evolution and water transfer in the excavation damaged zone of a ventilated gallery. Int. J. Rock Mech. Min. 85:192-208 (2016) [CrossRef] [Google Scholar]
B. Pardoen, D.M. Seyedi, F. Collin. Shear banding modelling in cross-anisotropic rocks. Int. J. Solids Struct. 72:63-87 (2015) [Google Scholar]
B. Pardoen, S. Levasseur, F. Collin. Using Local Second Gradient Model and Shear Strain Localisation to Model the Excavation Damaged Zone in Unsaturated Claystone. Rock Mech. Rock Eng. 48:691-714 (2015) [Google Scholar]
R. Charlier, F. Collin, B. Pardoen, J. Talandier, J.P. Radu, P. Gerard. An unsaturated hydro-mechanical modelling of two in-situ experiments in Callovo-Oxfordian argillite. Eng. Geol. 165:46-63 (2013) [Google Scholar]
B. Pardoen. Hydro-mechanical analysis of the fracturing induced by the excavation of nuclear waste repository galleries using shear banding. (PhD thesis, ULg, 2015) [Google Scholar]
B. Pardoen, P. Bésuelle, S. Dal Pont, P. Cosenza, J. Desrues. Accounting for Small‑Scale Heterogeneity and Variability of Clay Rock in Homogenised Numerical Micromechanical Response and Microcracking. Rock Mech. Rock Eng. 53:2727-2746 (2020) [Google Scholar]
B. Pardoen, S. Dal Pont, J. Desrues, P. Bésuelle, D. Prêt, P. Cosenza. Heterogeneity and variability of clay rock microstructure in a hydro-mechanical double scale FEMxFEM analysis. micro to MACRO Mathematical Modelling in Soil Mechanics. (2018) [Google Scholar]
B. Pardoen, P. Bésuelle, S. Dal Pont, P. Cosenza, J. Desrues. Effect of claystone small-scale characteristics on the variability of micromechanical response and on microcracking modelling. 16th Int. Conf. of IACMAG. (Torino, 2020) [Google Scholar]
A.P. van den Eijnden, P. Bésuelle, R. Chambon, F. Collin. A FE2 modelling approach to hydromechanical coupling in cracking induced localization problems. Int. J. Solids Struct. 97-98:475-488 (2016) [Google Scholar]
A.P. van den Eijnden, P. Bésuelle, F. Collin, R. Chambon, J. Desrues. Modeling the strain localization around an underground gallery with a hydro-mechanical double scale model; effect of anisotropy. Comput. Geotech. 85:384-400 (2017) [Google Scholar]
R. Chambon, D. Caillerie, T. Matsushima. Plastic continuum with microstructure, local second gradient theories for geomaterials: localization studies. Int. J. Solids Struct. 38:8503-8527 (2001) [Google Scholar]
F. Collin, R. Chambon, R. Charlier. A finite element method for poro mechanical modelling of geotechnical problems using local second gradient models. Int. J. Numer. Meth. Engng. 65:1749-1772 (2006) [CrossRef] [Google Scholar]
G. Armand, A. Noiret, J. Zghondi, D.M. Seyedi. Short-and long-term behaviors of drifts in the Callovo-Oxfordian claystone at the Meuse/Haute-Marne Underground Research Laboratory. J. Rock Mech. Geotech. Eng. 5:221–230 (2013) [CrossRef] [Google Scholar]
P. Gerard, R. Charlier, R. Chambon, F. Collin. Influence of evaporation and seepage on the convergence of a ventilated cavity. Water Resour. Res. 44:1-16 (2008) [Google Scholar]
P. Cosenza, D. Prêt, A. Giraud, S. Hedan. Effect of the local clay distribution on the effective elastic properties of shales. Mech. Mater. 84:55-74 (2015) [Google Scholar]
J.C. Robinet, P. Sardini, D. Coelho, J.C. Parneix, D. Prêt, S. Sammartino, E. Boller, S. Altmann. Effects of mineral distribution at mesoscopic scale on solute diffusion in a clay-rich rock: Example of the Callovo-Oxfordian mudstone (Bure, France). Water Resour. Res. 48:W05554 (2012) [Google Scholar]
G. Desbois, N. Höhne, J.L. Urai, P. Bésuelle, G. Viggiani. Deformation in cemented mudrock (Callovo-Oxfordian Clay) by microcracking, granular flow and phyllosilicate plasticity: insights from triaxial deformation, broad ion beam polishing and scanning electron microscopy. Solid Earth. 8:291-305 (2017) [CrossRef] [Google Scholar]
J. Frey, R. Chambon, C. Dascalu. A two-scale poromechanical model for cohesive rocks. Acta Geotech. 8:107-124 (2013) [Google Scholar]
F. Marinelli, A. van den Eijnden, Y. Sieffert, R. Chambon, F. Collin. Modeling of granular solids with computational homogenization: Comparison with Biot’s theory. Finite Elem. Anal. Des. 119:45–62 (2016) [Google Scholar]
G. Armand, N. Conil, J. Talandier, D.M. Seyedi. Fundamental aspects of the hydromechanical behaviour of Callovo-oxfordian claystone: From experimental studies to model calibration and validation. Comput. Geotech. 85:277-286 (2017) [Google Scholar]
A. Di Donna, P. Charrier, S. Salager, P. Bésuelle. Self-sealing capacity of argillite samples. 7th International Symposium on Deformation Characteristics of Geomaterials. E3S Web Conf., 92, 03005 (2019) [Google Scholar]

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[1] G. Armand, F. Leveau, C. Nussbaum, R. de La Vaissiere, A. Noiret, D. Jaeggi, P. Landrein, C. Righini. Geometry and properties of the excavation-induced fractures at the Meuse/Haute-Marne URL drifts. Rock Mech. Rock Eng. 47:21-41 (2014) [Google Scholar]

[2] C.F. Tsang, F. Bernier, F., C. Davies. 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. Sci. 42:109-125 (2005) [CrossRef] [Google Scholar]

[3] B. Yven, S. Sammartino, Y. Geraud, F. Homand, F. Villieras. Mineralogy, texture and porosity of Callovo-Oxfordian argillites of the Meuse/Haute-Marne region (eastern Paris Basin). Mém. Soc. Géol. France. 178:73-90 (2007) [Google Scholar]

[4] F. Collin, P. Kotronis, B. Pardoen. Numerical Modeling of Multiphysics Couplings and Strain Localization. Chapter 7 in Instabilities Modeling in Geomechanics. (SCIENCES, ISTE, 2020) [Google Scholar]

[5] B. Pardoen, F. Collin. Modelling the influence of strain localisation and viscosity on the behaviour of underground drifts drilled in claystone. Comput. Geotech. 85:351-367 (2017) [Google Scholar]

[6] B. Pardoen, J. Talandier, F. Collin. Permeability evolution and water transfer in the excavation damaged zone of a ventilated gallery. Int. J. Rock Mech. Min. 85:192-208 (2016) [CrossRef] [Google Scholar]

[7] B. Pardoen, D.M. Seyedi, F. Collin. Shear banding modelling in cross-anisotropic rocks. Int. J. Solids Struct. 72:63-87 (2015) [Google Scholar]

[8] B. Pardoen, S. Levasseur, F. Collin. Using Local Second Gradient Model and Shear Strain Localisation to Model the Excavation Damaged Zone in Unsaturated Claystone. Rock Mech. Rock Eng. 48:691-714 (2015) [Google Scholar]

[9] R. Charlier, F. Collin, B. Pardoen, J. Talandier, J.P. Radu, P. Gerard. An unsaturated hydro-mechanical modelling of two in-situ experiments in Callovo-Oxfordian argillite. Eng. Geol. 165:46-63 (2013) [Google Scholar]

[10] B. Pardoen. Hydro-mechanical analysis of the fracturing induced by the excavation of nuclear waste repository galleries using shear banding. (PhD thesis, ULg, 2015) [Google Scholar]

[11] B. Pardoen, P. Bésuelle, S. Dal Pont, P. Cosenza, J. Desrues. Accounting for Small‑Scale Heterogeneity and Variability of Clay Rock in Homogenised Numerical Micromechanical Response and Microcracking. Rock Mech. Rock Eng. 53:2727-2746 (2020) [Google Scholar]

[12] B. Pardoen, S. Dal Pont, J. Desrues, P. Bésuelle, D. Prêt, P. Cosenza. Heterogeneity and variability of clay rock microstructure in a hydro-mechanical double scale FEMxFEM analysis. micro to MACRO Mathematical Modelling in Soil Mechanics. (2018) [Google Scholar]

[13] B. Pardoen, P. Bésuelle, S. Dal Pont, P. Cosenza, J. Desrues. Effect of claystone small-scale characteristics on the variability of micromechanical response and on microcracking modelling. 16th Int. Conf. of IACMAG. (Torino, 2020) [Google Scholar]

[14] A.P. van den Eijnden, P. Bésuelle, R. Chambon, F. Collin. A FE2 modelling approach to hydromechanical coupling in cracking induced localization problems. Int. J. Solids Struct. 97-98:475-488 (2016) [Google Scholar]

[15] A.P. van den Eijnden, P. Bésuelle, F. Collin, R. Chambon, J. Desrues. Modeling the strain localization around an underground gallery with a hydro-mechanical double scale model; effect of anisotropy. Comput. Geotech. 85:384-400 (2017) [Google Scholar]

[16] R. Chambon, D. Caillerie, T. Matsushima. Plastic continuum with microstructure, local second gradient theories for geomaterials: localization studies. Int. J. Solids Struct. 38:8503-8527 (2001) [Google Scholar]

[17] F. Collin, R. Chambon, R. Charlier. A finite element method for poro mechanical modelling of geotechnical problems using local second gradient models. Int. J. Numer. Meth. Engng. 65:1749-1772 (2006) [CrossRef] [Google Scholar]

[18] G. Armand, A. Noiret, J. Zghondi, D.M. Seyedi. Short-and long-term behaviors of drifts in the Callovo-Oxfordian claystone at the Meuse/Haute-Marne Underground Research Laboratory. J. Rock Mech. Geotech. Eng. 5:221–230 (2013) [CrossRef] [Google Scholar]

[19] P. Gerard, R. Charlier, R. Chambon, F. Collin. Influence of evaporation and seepage on the convergence of a ventilated cavity. Water Resour. Res. 44:1-16 (2008) [Google Scholar]

[20] P. Cosenza, D. Prêt, A. Giraud, S. Hedan. Effect of the local clay distribution on the effective elastic properties of shales. Mech. Mater. 84:55-74 (2015) [Google Scholar]

[21] J.C. Robinet, P. Sardini, D. Coelho, J.C. Parneix, D. Prêt, S. Sammartino, E. Boller, S. Altmann. Effects of mineral distribution at mesoscopic scale on solute diffusion in a clay-rich rock: Example of the Callovo-Oxfordian mudstone (Bure, France). Water Resour. Res. 48:W05554 (2012) [Google Scholar]

[22] G. Desbois, N. Höhne, J.L. Urai, P. Bésuelle, G. Viggiani. Deformation in cemented mudrock (Callovo-Oxfordian Clay) by microcracking, granular flow and phyllosilicate plasticity: insights from triaxial deformation, broad ion beam polishing and scanning electron microscopy. Solid Earth. 8:291-305 (2017) [CrossRef] [Google Scholar]

[23] J. Frey, R. Chambon, C. Dascalu. A two-scale poromechanical model for cohesive rocks. Acta Geotech. 8:107-124 (2013) [Google Scholar]

[24] F. Marinelli, A. van den Eijnden, Y. Sieffert, R. Chambon, F. Collin. Modeling of granular solids with computational homogenization: Comparison with Biot’s theory. Finite Elem. Anal. Des. 119:45–62 (2016) [Google Scholar]

[25] G. Armand, N. Conil, J. Talandier, D.M. Seyedi. Fundamental aspects of the hydromechanical behaviour of Callovo-oxfordian claystone: From experimental studies to model calibration and validation. Comput. Geotech. 85:277-286 (2017) [Google Scholar]

[26] A. Di Donna, P. Charrier, S. Salager, P. Bésuelle. Self-sealing capacity of argillite samples. 7th International Symposium on Deformation Characteristics of Geomaterials. E3S Web Conf., 92, 03005 (2019) [Google Scholar]