Modelling of water and gas flow through an excavation damaged zone in the Callovo-Oxfordian argillites in the framework of a single porosity model

Author:

Bénet Luc-Vincent1,Blaud Étienne1,Wendling Jacques2

Affiliation:

1. SOCOTEC SA/Projets Industriels/AME, 1 Avenue du Parc, 78640 Montigny-le-Bretonneux, France

2. ANDRA, 1–7 rue Jean Monnet, Parc de la Croix-Blanche, 92298 Châtenay-Malabry Cedex, France

Abstract

AbstractThe excavation damaged zone (EDZ) of the Callovo-Oxfordian argillites can be regarded as a double-porosity media consisting of blocks of undisturbed argillites separated by cracks generated by shear or traction stresses. However, owing to hardware limitations, most of the hydraulic-gas simulations undertaken on large scales are based on an equivalent-porous-media model of the EDZ, where the fractures are not explicitly represented. The aim of this study is to improve the equivalent-porous-media model's consistency with the double-porosity flow behaviours shown by experimental data while keeping the same level of simplification. The new model has been developed through a performance assessment (PA)-like approach in two steps: a phenomenological model including explicit fractures has been designed in accordance with the actual geometrical and hydraulic understanding of the EDZ; then, the properties of the simplified model have been calibrated to comply with the hydraulic behaviour of the explicit-fracture model. This methodological approach has been used on an access gallery parallel to the main horizontal stress axis. The new equivalent-porous-media model differs from the previous one on the following three main points: the gallery EDZ has an anisotropic intrinsic permeability that is lower than previously; the same retention law is used as the undisturbed host rock; and there is a higher relative permeability for gas and water than previously.

Publisher

Geological Society of London

Subject

Geology,Ocean Engineering,Water Science and Technology

Reference14 articles.

1. ANDRA 2005. Dossier 2005 Argile: Phenomenological Evolution of a Geological Repository, ANDRA Report C.RP.ADS.04/0025.B. ANDRA (National Agency for Radioactive Waste Management), Paris.

2. ANDRA 2013. La zone endommagée initiale autour des ouvrages: Synthèse des travaux de caractérisation autour des ouvrages du laboratoire souterrain de Meuse/Haute-Marne. Note technique CG.NT.AMFS.l3.0025. ANDRA (National Agency for Radioactive Waste Management), Paris.

3. Excavation-induced fractures network surrounding tunnel: properties and evolution under loading

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