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Transport properties of a Bentheim sandstone under deformation
L Jasinski1, D Sangaré2, P M Adler2
1UPMC Sisyphe. Boîte 105, 4 place Jussieu, 75252 Paris Cedex 05, France and Institut Pprime, CNRS, SP2MI, BP 30179, 86962 Futuroscope Cedex, France.
Abstract:
The mechanical and transport properties of a Bentheim sandstone are studied both experimentally and numerically. Three classical classes of loads are applied to a sample whose permeability is measured. The elasticity and the Stokes equations are discretized on unstructured tetrahedral meshes which precisely follow the deformations of the sample. Numerical results are presented, discussed, and compared to the available experimental data.
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