참고문헌
- Al-Tabbaa, A., and Wood, D. M., 1987, Some measurements of the permeability of kaolin, Geotechnique, 37(4), pp.499-503 https://doi.org/10.1680/geot.1987.37.4.499
- Alshawabkeh, A. N., Rahbar, N., Sheahan, T. C., and Tang, G., 2004, Volume change effects on solute transport in clay under consolidation, Advances in Geotechnical Engineering with Emphasis on Dams, Highway Material, and Soil Improvement, Geotechnical Practice Publication No. 1, ASCE, Irbid, Jordon, pp. 105-115
- Alshawabkeh, A. N., and Rahbar, N., 2006, Parametric study of one-dimensional solute transport in deformable porous media, Journal of Geotechnical and Geoenvironmental Engineering, 132(8), pp.1001-1010 https://doi.org/10.1061/(ASCE)1090-0241(2006)132:8(1001)
- Fox, P. J., Lee, J. and Qiu, T., 2005, Model for large strain consolidation by centrifuge, International Journal of Geomechanics, ASCE, 5(4), pp.267-275 https://doi.org/10.1061/(ASCE)1532-3641(2005)5:4(267)
- Fox, P. J., 2007a, Coupled large strain consolidation and solute transport. I: Model development, Journal of Geotechnical and Geoenvironmental Engineering, 133(1), pp.3-15 https://doi.org/10.1061/(ASCE)1090-0241(2007)133:1(3)
- Fox, P. J., 2007b, Coupled large strain consolidation and solute transport. II: Model verification and simulation results, Journal of Geotechnical and Geoenvironmental Engineering, 133(1), pp.16-29 https://doi.org/10.1061/(ASCE)1090-0241(2007)133:1(16)
- Fox, P. J. and Lee, J., 2008, Model for consolidation-induced solute transport with nonlinear and nonequilibrium sorption, International Journal of Geomechanics, ASCE, in press
- Lee, J. and Fox, P. J., 2005, Efficiency of seepage consolidation for preparation of clay substrate for centrifuge testing, Geotechnical Testing Journal, ASTM, 28(6), pp. 577-585
- Lee, J., 2007, An experimental and numerical investigation of consolidation-induced solute transport, Ph.D. Dissertation, Department of Civil & Environmental Engineering & Geodetic Science, Ohio State University
- McVay, M., Townsend, F. C., and Bloomquist, D. G., 1986, Quiescent consolidation of phosphatic waste clays, Journal of Geotechnical Engineering, ASCE, 112(11), pp.1033-1049 https://doi.org/10.1061/(ASCE)0733-9410(1986)112:11(1033)
- Moo-Young, H., Myers, T., Tardy, B., Ledbetter, R., Vanadit-Ellis, W., and Kim, T.-H., 2003, Centrifuge simulation of the consolidation characteristics of capped marine sediment beds, Engineering Geology, 70(3-4), pp.249-258 https://doi.org/10.1016/S0013-7952(03)00093-0
- Nagaraj, T. S., Pandian, N. S., and Narasimha Raju, P. S. R., 1994, Stress-statepermeability relations for overconsolidated clays, Geotechnique, 44(2), pp.349-352 https://doi.org/10.1680/geot.1994.44.2.349
- Olson, R. E. and Ladd, C. C., 1979, Onedimensional consolidation problems, Journal of Geotechnical Engineering, ASCE, 105(1), pp.11-30
- Potter, L. J., Loroy, J. J. C., Soga, K., Savvidou, C., and Gibson, R. E., 1997, Mineral waste disposal - Numerical and centrifuge modeling, Proceedings, 14th International Conference on Soil Mechanics and Foundation Engineering, Vol. 3, Hamburg, Germany, pp.1847-1852
- Scullion, M. C., 2006, Management of PCBContaminated Sediments through Sediment Characterization and Evaluation of Active Capping Techniques, M.S. Dissertation, Department of Civil & Environmental Engineering & Geodetic Science, Ohio State University