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Sedimentation Characteristics and Retention Ratio Calculation of Dredged Soil
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Publication Year
2024-01-01
Journal
Geotechnical Special Publication
Publisher
American Society of Civil Engineers (ASCE)
Citation
Geotechnical Special Publication, Vol.2024-February No.GSP 348, pp.1-10
Mesh Keyword
Characteristic ratioDredged soilsMechanicalModel testsRetention rateRetention ratioSedimentation characteristicSedimentation modelSoil characteristicsWest coast
All Science Classification Codes (ASJC)
Civil and Structural EngineeringArchitectureBuilding and ConstructionGeotechnical Engineering and Engineering Geology
Abstract
Retention rate refers to the content of soil remaining in the dumped area compared to the left sample during dredged soil dumping. During reclamation construction, the retention rate calculates the amount of dredged soil, so it is essential to determine the exact retention rate. The retention rate may be calculated differently depending on the soil characteristics, but currently, in the case of dredging and reclamation on the West Coast, the retention rate is empirically applied at 70%–95%, or the amount of dredged soil is calculated through examples of application of retention rates in similar districts nearby. Accordingly, in this study, to accurately calculate the retention rate, a separate sedimentation model test was conducted using dredged soil at the location where the actual project was carried out. Separated sedimentation characteristics were confirmed through mechanical and physical tests for each deposition distance, and the retention rate was calculated to be 89.0%, which is relatively higher than the literature and existing cases. This study was used as primary data to confirm the feasibility of the road construction project connecting the Saemangeum area to the north and south.
ISSN
0895-0563
Language
eng
URI
https://aurora.ajou.ac.kr/handle/2018.oak/37113
https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85186696234&origin=inward
DOI
https://doi.org/10.1061/9780784485309.001
Journal URL
http://ascelibrary.org/
Type
Conference Paper
Funding
This work was supported by the National Research Foundation of Korea (NRF) grant funded by the Korea government (MSIT) (No. 2022R1A2C2091517). Laboratory experiments were conducted with Jungin Consultant as a part of the specific design for the Saemangeum North-South Road construction project.
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Chang, Il Han장일한
Department of Civil Systems Engineering
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