Settlement of Dredged and Contaminated Material Placement Areas. I: Theory and Use of Primary Consolidation, Secondary Compression, and Desiccation of Dredged Fill-Reference-Cited by-同舟云学术

Settlement of Dredged and Contaminated Material Placement Areas. I: Theory and Use of Primary Consolidation, Secondary Compression, and Desiccation of Dredged Fill

Published:2005-03 Issue:2 Volume:131 Page:43-51
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Stark Timothy D.¹²³,Choi Hangseok¹²³,Schroeder Paul R.¹²³

Affiliation:

1. Professor of Civil Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

2. Assistant Professor of Civil Engineering, Univ. of Akron, 209D ASEC, Akron, OH 44325-3905.

3. Research Civil Engineer, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-950X%282005%29131%3A2%2843%29

Reference13 articles.

1. ASTM. (1999). “Standard test method for one-dimensional consolidation properties of soils.” ASTM D 2435-96 Philadelphia.

2. Cargill K. W. (1982). “Consolidation of soft layers by finite strain analysis.” Miscellaneous Paper GL-82-3 U.S. Army Engineer Waterways Experiment Station Vicksburg Miss.

3. Cargill K. W. (1985). “Mathematical model of the consolidation/desiccation processes in dredged material.” Technical Rep. D-85-4 U.S. Army Engineer Waterways Experiment Station Vicksburg Miss.

4. Cargill K. W. (1986). “The large strain controlled rate of strain (LSCRS) device for consolidation testing of soft fine-grained soils.” Technical Rep. GL-86-13 U.S. Army Engineer Waterways Experiment Station Vicksburg Miss.

5. The Theory of One-Dimensional Consolidation of Saturated Clays

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