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Sedimentation Characteristics and Retention Ratio Calculation of Dredged Soil
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dc.contributor.authorRoh, Yong Eun-
dc.contributor.authorKim, Gi Yun-
dc.contributor.authorYou, Min Ku-
dc.contributor.authorChang, Ilhan-
dc.date.issued2024-01-01-
dc.identifier.issn0895-0563-
dc.identifier.urihttps://aurora.ajou.ac.kr/handle/2018.oak/37113-
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85186696234&origin=inward-
dc.description.abstractRetention 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.-
dc.description.sponsorshipThis 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.-
dc.language.isoeng-
dc.publisherAmerican Society of Civil Engineers (ASCE)-
dc.subject.meshCharacteristic ratio-
dc.subject.meshDredged soils-
dc.subject.meshMechanical-
dc.subject.meshModel tests-
dc.subject.meshRetention rate-
dc.subject.meshRetention ratio-
dc.subject.meshSedimentation characteristic-
dc.subject.meshSedimentation model-
dc.subject.meshSoil characteristics-
dc.subject.meshWest coast-
dc.titleSedimentation Characteristics and Retention Ratio Calculation of Dredged Soil-
dc.typeConference-
dc.citation.conferenceDate2024.2.25. ~ 2024.2.28.-
dc.citation.conferenceNameGeo-Congress 2024: Geotechnical Site and Soil Characterization-
dc.citation.endPage10-
dc.citation.numberGSP 348-
dc.citation.startPage1-
dc.citation.titleGeotechnical Special Publication-
dc.citation.volume2024-February-
dc.identifier.bibliographicCitationGeotechnical Special Publication, Vol.2024-February No.GSP 348, pp.1-10-
dc.identifier.doi10.1061/9780784485309.001-
dc.identifier.scopusid2-s2.0-85186696234-
dc.identifier.urlhttp://ascelibrary.org/-
dc.type.otherConference Paper-
dc.description.isoafalse-
dc.subject.subareaCivil and Structural Engineering-
dc.subject.subareaArchitecture-
dc.subject.subareaBuilding and Construction-
dc.subject.subareaGeotechnical Engineering and Engineering Geology-
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