Mineral dissolution is an inherent chemo-hydro-mechanical coupled diagenetic process in sediments. This ubiquitous geological phenomenon affects all properties in sediments, however, its engineering impact remains largely unknown. This research centers on the effects of mineral dissolution on sediment behavior with emphasis on dissolution modes in nature and their engineering implications. Five different dissolution modes are identified: homogeneous, pressure-dependent, and localized dissolution, and the dissolution of shallow and deep dissolvable inclusions. The consequences of each dissolution mode are investigated through experiments and discrete element methods. While each dissolution mode triggers unique consequences, it is observed that in all cases 1) significant displacement takes places during dissolution, 2) there is a pronounced effect of internal friction and the extent of dissolution on the evolution of the sediment, 3) the sediment has higher compressibility and exhibits a more contractive tendency after dissolution, 4) a porous honeycomb-shaped internal fabric develops accompanied by contact force concentration along dissolved inclusions, and 5) horizontal stress reduction takes place during dissolution and shear localization may develop under zero lateral strain conditions. Mineral dissolution has important engineering implications, from soil characterization to slope stability and shallow foundations. Pre- and post-dissolution CPT studies show that dissolution decreases the tip resistance proportional to the extent of dissolution. Dissolution in sloping ground induces global settlement as the prevailing deformation pattern, and prominent lateral movements near the slope surface; sudden undrained shear failure may take place during otherwise quasi-static dissolution. While footings experience larger settlements during post-dissolution loading, subsequent dissolution beneath a previously loaded footing causes displacements that are greater than the sum of dissolution-induced and load-induced settlements.

La plupart des digues sont constituées de matériaux granulaires compactés. Elles sont ainsi perméables et constamment soumises à des écoulements d’eau dans leur volume. Dans certaines conditions, ces écoulements peuvent altérer leur microstructure par érosion interne et générer des instabilités mécaniques responsables de ruptures inopinées lors de crues. Cette thèse s’intéresse à l’analyse multi-échelle des instabilités mécaniques dans les matériaux granulaires soumis à l'érosion interne. Dans ce travail, le comportement mécanique de ces matériaux est simulé en 3D à l’échelle de volumes élémentaires représentatifs, et ce, pour différents états de contraintes et gradients hydrauliques. Grâce à l’utilisation du critère du travail du second ordre et d’outils micromécaniques, leur stabilité est analysée avant et après l’application d’un écoulement interne. Il est établi que l’origine micro-inertielle des instabilités observées provient du déconfinement et de la flexion des chaînes de force ainsi que des déformations plastiques importantes résultant de leur effondrement. Par leur capacité à enrayer rapidement le développement de telles déformations plastiques, il est montré que les particules libres contribuent à assurer la stabilité mécanique des matériaux granulaires. Ce résultat est fondamental pour analyser les conséquences de l’érosion interne en termes de stabilité mécanique car les particules libres sont facilement transportables sous l’action d’un écoulement interne. Selon si elles sont colmatées ou érodées, un écoulement interne aura un effet stabilisateur ou déstabilisateur vis-à-vis du comportement mécanique des matériaux granulaires soumis à l’érosion interne / Dikes are most of the time built of compacted granular materials that are permeable and continuously subjected to internal fluid flows. In some cases, microstructure modifications resulting from internal erosion generate mechanical instability that will lead to unexpected failures in case of serious flooding. This thesis focuses on multi-scale analysis of mechanical instability in granular materials subjected to internal erosion. In this work, the mechanical behavior of such materials is simulated in three dimensions at the scale of representative elementary volumes subjected to different stress states and hydraulic gradients. Thanks to the use of the second order work criterion and micromechanical tools, the mechanical stability of these materials is tested before and after internal erosion. It is established that the micro-inertial origin of the observed instabilities is linked to force chain deconfinement and bending as well as to the development of large plastic strains resulting from force chain collapse. By preventing the development of such plastic strains, it is shown that rattlers contribute to ensure the mechanical stability of granular materials. This key finding is of a particular significance in relation with internal erosion as rattlers can be easily transported under the action of an internal fluid flow. Depending on whether they get clogged or eroded, an internal fluid flow has thus either a stabilizing or a destabilizing effect on the mechanical behavior of granular materials subjected to internal erosion