Résumé :
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This report describes a concept in which dry air is injected into an unsaturated formation to reduce the soil moisture content, referred to here as a tensiometric (or sometimes dry) barrier. The objective is to reduce the hydraulic conductivity of the unsaturated media to the point where liquid phase transport becomes negligible, thereby achieving containment. The concept could be applied in subsurface formations to provide containment from a leaking facility, or it could be incorporated into a cover design to provide redundancy for a capillary barrier. The air injection process could in principle be coupled with a vacuum extraction system to recover soil vapors, which would then provide a remediation process that would be appropriate if volatile organic compounds were present. Work to date has consisted of a combined theoretical, laboratory, and field research investigation. The objective of this research was to demonstrate the technical feasibility of the tensiometric barrier concept by identifying the parameters which determine its effectiveness. Based on the results obtained for the experimental and theoretical studies, feasibility analyses were prepared as a modification for a landfill cover design to prevent infiltration from atmospheric precipitation and for potential application of tensiometric barriers to achieve subsurface containment of mobile pollutants and removal of volatile constituents. These analyses considered the technical as well as the economic aspects of the tensiometric barrier concept, and found that a properly designed and operated tensiometric barrier is competitive with conventional containment methods. In addition, they benefit from being able to recover from failure by circulating additional dry air through the formation to re-establish the barrier phenomena.
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