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Micromechanical experimental investigation and modelling of strain and damage of argillaceous rocks under combined hydric and mechanical loads

Abstract : The hydromechanical behavior of argillaceous rocks, which are possible host rocks for underground radioactive nuclear waste storage, is investigated by means of micromechanical experimental investigations and modellings. Strain fields at the micrometric scale of the composite structure of this rock, are measured by the combination of environmental scanning electron microscopy, in situ testing and digital image correlation technique. The evolution of argillaceous rocks under pure hydric loading is first investigated. The strain field is strongly heterogeneous and manifests anisotropy. The observed nonlinear deformation at high relative humidity (RH) is related not only to damage, but also to the nonlinear swelling of the clay mineral itself, controlled by different local mechanisms depending on RH. Irreversible deformations are observed during hydric cycles, as well as a network of microcracks located in the bulk of the clay matrix and/or at the inclusion-matrix interface. Second, the local deformation field of the material under combined hydric and mechanical loadings is quantified. Three types of deformation bands are evidenced under mechanical loading, either normal to stress direction (compaction), parallel (microcracking) or inclined (shear). Moreover, they are strongly controlled by the water content of the material: shear bands are in particular prone to appear at high RH states. In view of understanding the mechanical interactions a local scale, the material is modeled as a composite made of non-swelling elastic inclusions embedded in an elastic swelling clay matrix. The internal stress field induced by swelling strain incompatibilities between inclusions and matrix, as well as the overall deformation, is numerically computed at equilibrium but also during the transient stage associated with a moisture gradient. An analytical micromechanical model based on Eshelby's solution is proposed. In addition, 2D finite element computations are performed. Results are discussed in relation with experimental observations.
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Submitted on : Tuesday, February 26, 2013 - 4:31:52 PM
Last modification on : Wednesday, November 17, 2021 - 12:28:18 PM
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  • HAL Id : pastel-00794900, version 1


Linlin Wang. Micromechanical experimental investigation and modelling of strain and damage of argillaceous rocks under combined hydric and mechanical loads. Mechanics of materials [physics.class-ph]. Ecole Polytechnique X, 2012. English. ⟨pastel-00794900⟩



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