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Contaminant transport has been widely studied in rigid porous media, but there are some cases where a large volumetric stain ocurs such as dewatering of dredged contaminated sediment, landfill liner, and in-situ caping. This paper presents a numerical investigation of contaminant transport coupled with large strain consolidation. Con-solidation test was performed with contaminated sediments collected in Gary, Indiana, U.S. to obtain constitutive relationships, which are required for numerical simulations. Numerical results using CST2 show an excellent agree-during and after in-situ capping. Numerical simulations provide that transient advective flows caused by consoli-dation significantly increase the contaminant transport rate. In addition, the numerical simulations revealed that active capping with Reactive Core Mat (RCM) significantly decelerates consolidation-induced contaminant transport.
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참고문헌 (15)
참고문헌 신청
Al-Tabbaa, A. / 1987 / Some measurements of the permeability of kaolin / Geotechnique 37 (4) : 499 ~ 503
Alshawabkeh, A. N. / 2004 / Volume change effects on solute transport in clay under consolidation, Advances in Geotechnical Engineering with Emphasis on Dams, Highway Material, and Soil
Alshawabkeh, A. N. / 2006 / Parametric study of one-dimensional solute transport in deformable porous media / Journal of Geotechnical and Geoenvironmental Engineering 132 (8)
Fox, P. J / 2005 / Model for large strain consolidation by centrifuge / International Journal of Geomechanics ASCE 5 (4) : 267 ~ 275
Fox, P. J. / 2007 / Coupled large strain consolidation and solute transport. I: Model development / Journal of Geotechnical and Geoenvironmental Engineering 133 (1) : 3 ~ 15
Alshawabkeh, A. N. / 2004 / Volume change effects on solute transport in clay under consolidation, Advances in Geotechnical Engineering with Emphasis on Dams, Highway Material, and Soil
Alshawabkeh, A. N. / 2006 / Parametric study of one-dimensional solute transport in deformable porous media / Journal of Geotechnical and Geoenvironmental Engineering 132 (8)
Fox, P. J / 2005 / Model for large strain consolidation by centrifuge / International Journal of Geomechanics ASCE 5 (4) : 267 ~ 275
Fox, P. J. / 2007 / Coupled large strain consolidation and solute transport. I: Model development / Journal of Geotechnical and Geoenvironmental Engineering 133 (1) : 3 ~ 15
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