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Gas permeability of a compacted bentonite–sand mixture: coupled effects of water content, dry density, and confining pressure
71
Citations
34
References
2015
Year
EngineeringGeotechnical EngineeringIncomplete SaturationFluid PropertiesMineral-fluid InteractionMaterials ScienceSoil CompactionFormation DamageSedimentologySediment TransportRock PropertiesClay MineralCivil EngineeringClaysCompacted Bentonite–sand MixtureGeomechanicsRock PhysicCompacted Bentonite–sand MixturesTotal Sealing EfficiencyGas PermeabilityDry Density
The gas-tightness of compacted bentonite–sand mixtures is important to the total sealing efficiency of geological repositories. The initial aim of this work was to determine whether the combination of a high confining pressure (P c ) and incomplete saturation could cause a bentonite–sand mixture to become gas-tight. The results show that the physical characteristics of the materials (degree of saturation, S r ; porosity, [Formula: see text]; and dry density, ρ d ) are very sensitive to changes in the applied confining pressures and their own swelling deformation (or shrinkage). The combination of these changes affects the sample’s effective gas permeability (K eff ). For materials prepared at a relative humidity (RH) of 98%, K eff decreased from 10 −16 to 10 −20 m 2 when P c increased from 1 to 7 MPa. This means that gas-tightness can be obtained for a compacted bentonite–sand mixture when the materials experience a series of changes (e.g., w, S r , [Formula: see text], and ρ d ). In addition, larger irreversible deformation (or hysteresis) was observed during the loading–unloading cycle for the sample with higher water content. This phenomenon may be attributed to larger interactions between the macrostructural and microstructural deformations and the decrease of preconsolidation pressure during hydration.
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