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dimensional consolidation of saturated clays, II. Finite, non-linear consolida-
tion of thick homogeneous layers," Canadian Geotechnical Journal 8,
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for designing, operating, and managing dredged material containment areas,"
Technical Report DS-78-10, U.S. Army Engineer Waterways Experiment
Station, Vicksburg, MS.
Poindexter, M. E. (1988). "Behavior of subaqueous sediment mounds: Effect
on disposal site capacity," Ph.D. Diss., Texas A&M University, College
Station, TX.
Poindexter-Rollings, M. E. (1990). "Methodology for analysis of subaqueous
sediment mounds," Technical Report D-90-2, U.S. Army Engineer Water-
ways Experiment Station, Vicksburg, MS.
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McGraw-Hill, New York.
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capping," ASCE Journal of Geotechnical Engineering 115(11), New York.
Townsend, F. C., and McVay, M. C. (1990). "State-of-the-art: Large strain
consolidation predictions," ASCE Journal of Geotechnical Engineering
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U.S. Army Corps of Engineers. (1986). "Laboratory soils testing," Engineer
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__________. (1987). "Confined disposal of dredged material," Engineer
Manual 1110-2-5027, Washington, DC.
I9
Appendix I Consolidation Testing
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