Closure to “Settlement of Dredged and Contaminated Material Placement Areas. II: Primary Consolidation, Secondary Compression, and Desiccation of Dredged Fill Input Parameters” by Timothy D. Stark, Hangseok Choi, and Paul R. Schroeder
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VIEW THE ORIGINAL ARTICLEAuthors: Timothy D. Stark, Hangseok Choi, and Paul R. SchroederAuthor Affiliations
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 132, Issue 5
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References
Chun, J. (2000). “Self-weight consolidation and desiccation theory of dredged material.” MS thesis, Korea Univ., Seoul, South Korea.
Imai, G. (1979). “Development of a new consolidation test procedure using seepage force.” Soils Found., 19(3), 45–60.
Morris, P. H. (2003). “Compressibility and permeability correlations for fine-grained dredged materials.” J. Waterw., Port, Coastal, Ocean Eng., 129(4), 188–191.
Nagaraj, T. S., Pandian, N. S., and Narasimharaju, P. S. R. (1991). “An approach for prediction of compressibility and permeability behavior of sand-bentonite mixtures.” Ind. Geotech. J., 21(3), 271–282.
Nagaraj, T. S., Pandian, N. S., and Narasimharaju, P. S. R. (1993). “Stress state-permeability relationships for fine-grained soils.” Geotechnique, 43(2), 333–336.
Nagaraj, T. S., Pandian, N. S., and Narasimharaju, P. S. R. (1994). “Stress state-permeability relationships for overconsolidated clays.” Geotechnique, 44(2), 349–352.
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Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 132 • Issue 5 • September 2006
Pages: 424 - 425
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© 2006 ASCE.
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Published online: Sep 1, 2006
Published in print: Sep 2006
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Authors
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Timothy D. Stark
Professor of Civil Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801. E-mail: [email protected]
Hangseok Choi
Assistant Professor of Civil and Environmental Engineering, Korea Univ., Anam-Dong Seongbuk-Gu, 136-713, Seoul, South Korea (corresponding author). E-mail: [email protected]
Paul R. Schroeder
Research Civil Engineer, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Road, Vicksburg, MS 39180-6199. E-mail: [email protected]
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