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How does water near clay mineral surfaces influence the rock physics of shales?
31
Citations
28
References
2017
Year
Rock TestingEngineeringWater-rock InteractionMechanics ModelingGeotechnical EngineeringRock PhysicsMineral-fluid InteractionRheologyMaterials ScienceShear RigidityHydromechanicsGeologyRock PropertiesClay MineralConfined Water HydrodynamicsCivil EngineeringClaysApplied PhysicsGeomechanicsRock PhysicInterfacial PhenomenaWater Monolayer AdjacentBound Water PropertiesClay Mineral SurfacesRock MechanicsPetrologyMechanics Of MaterialsShale Geology
ABSTRACT Clays and clay‐bearing rocks like shale are extremely water sensitive. This is partly due to the interaction between water and mineral surfaces, strengthened by the presence of nanometer‐size pores and related large specific surface areas. Molecular‐scale numerical simulations, using a discrete‐element model, show that shear rigidity can be associated with structurally ordered (bound or adsorbed) water near charged surfaces. Building on these and other molecular dynamics simulations plus nanoscale experiments from the literature, the water monolayer adjacent to hydrophilic solid surfaces appears to be characterised by shear stiffness and/or enhanced viscosity. In both cases, elastic wave propagation will be affected by the bound or adsorbed water. Using a simple rock physics model, bound water properties were adjusted to match laboratory measured P‐ and S‐wave velocities on pure water‐saturated kaolinite and smectite. To fit the measured stress sensitivity, particularly for kaolinite, the contribution from solid‐grain contact stiffness needs to be added. The model predicts, particularly for S‐waves, that viscoelastic bound water could be a source of dispersion in clay and clay‐rich rocks. The bound‐water‐based rock physics model is found to represent a lower bound to laboratory‐measured velocities obtained with shales of different mineralogy and porosity levels.
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