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Scaling Laws for Centrifuge Modeling of Capillary Rise in Sandy Soils
22
Citations
4
References
2004
Year
Geotechnical EngineeringHydrogeologyEngineeringSoil ModelingGeotechnical PropertyCivil EngineeringSoil StructurePorous MediaCentrifuge ModelingGeotechnical Centrifuge ModelingSimilitude LawsSoil EngineeringSandy SoilsCapillary RiseEarth ScienceUnsaturated Soil MechanicsSoil Mechanic
The application of geotechnical centrifuge modeling to environmental problems seems promising. In this paper, one aspect of similitude laws concerning the flow of water through soils is investigated. Within the Network of European Centrifuges for Environmental Geotechnic Research, several tests have been carried out to study similitude laws describing the capillary ascension in porous media at different levels of acceleration. The aim of this paper is to present the results obtained at Ruhr-Universität Bochum. A fine sand is used in the experiment. For the visualization of capillary height in the soil sample, image processing is used. Different boundary conditions (constant or variable water level) have been investigated and discussed. All these experiments confirm that capillary rise appears scaled by the factor N and time seems to be scaled with N2. Thus, these results support the possibility of extending the use of accelerated small-scale models to the capillary phenomenon in centrifuge and open the way to more complex investigations of flow and pollutant transport in unsaturated soils.
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