Closure to “Investigation of Consolidation-Induced Solute Transport. I: Effect of Consolidation on Transport Parameters” by J. Lee, P. J. Fox, and J. J. Lenhart
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VIEW THE REPLYAuthors: Jangguen Lee [email protected], Patrick J. Fox, M.ASCE [email protected], and John J. Lenhart, M.ASCE [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 9
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References
Fritz, S. J. (1986). “Ideality of clay membranes in osmotic processes: A review.” Clays Clay Miner., 34(2), 214–223.
Parlange, J.-Y., Starr, J. L., van Genuchten, M. T., Barry, D. A., and Parker, J. C. (1992). “Exit condition for miscible displacement experiments.” Soil Sci., 153(3), 165–171.
Rowe, R. K., Caers, C. J., and Barone, F. (1988). “Laboratory determination of diffusion and distribution coefficients of contaminants using undisturbed clayey soil.” Can. Geotech. J., 25, 108–118.
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© 2010 ASCE.
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Received: Mar 23, 2010
Accepted: Mar 25, 2010
Published online: Aug 13, 2010
Published in print: Sep 2010
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Senior Researcher, Korean Inst. of Construction Technology, Geotechnical Engineering Research Div., Goyang, Ilsan, Republic of Korea. E-mail: [email protected]
Prof., Dept. of Struct. Engrg., Univ. of California–San Diego, La Jolla, CA 92093. E-mail: [email protected]
Asst. Prof., Dept. of Civ. & Envir. Engrg. & Geodet. Sci., Ohio State Univ., Columbus, OH 43210. E-mail: [email protected]
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