• Title/Summary/Keyword: 해양오염토

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Mechanical and environmental analysis for beneficial use of contaminant sediments (해양오염토 유효활용과 공학적 분석)

  • Yoon, Gil-Lim;Bae, Yoon-Shin;Yoon, Yeo-Won
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.09a
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    • pp.1377-1380
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    • 2010
  • 본 연구에서는 해양준설퇴적물의 유효활용을 위한 역학적, 환경적 실험을 통한 건설재료로서의 활용성을 검토하였다. 울산 방어진과 진해 행안만에서 수거한 준설토로 고화처리토 및 경량혼합토 공시체를 제작하여 압축특성 및 응력-변형 거동 등 공학적 실험을 실시하였다. 해양오염토 유효활용을 위한 활용방법도 예시하였다.

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Compressive Strength and Environmental Investigation for Beneficial Use of Dredged Sediments (준설퇴적물 유효활용을 위한 압축강도 및 환경성 평가)

  • Yoon, Gil Lim;Bae, Yoon Shin;Yoon, Yeo Won;Kim, Suk Hyun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.2C
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    • pp.119-131
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    • 2010
  • In this study, beneficial use of ocean contaminated sediments were investigated by laboratory and environmental tests, and their prototypes were released. Dredged material from Ulsan port is used for making cement treated samples and lightweight foamed samples, and various engineering tests were performed to identify the compressibility and stress-strain behaviors. Environmental tests were also performed for the beneficial uses. The values of Cu are a little higher than the suggested standard possible for reusing dredged material and equal to the suggested standard alarming for reusing dredged material, which shows environmental harmfulness for the reuse of construction material. In addition, particle size distribution, compaction test, Atterberg limit tests, specific gravity test, and unit weight test were performed to investigate the use of landfill cover materials. The shear strengths of cement treated soils were found to be enough for reclamation works.

Soil Treatment by Eco-Friendly Consoildation Soil (친환경 무기계 토양개량 고화제에 의한 해양오염토 처리)

  • Han, Doo Hee
    • Journal of Convergence for Information Technology
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    • v.7 no.1
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    • pp.67-73
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    • 2017
  • Paper sludge ash, blast furnace slag, fine powder quicklime, anhydrous gypsum, and fly ash as the main ingredients were prepared to suit the salty soils of marine soils. The solidification component is a kind of recycled ceramic, and CaO plays an important role in solidification. The neutralization time after solidification was about 2 weeks, and the compressive strength was about 12N/mm2 in the mortar test after one week incubation with standard yarn. This is about 14 times stronger than the solidifying agent used in the metropolitan area. As a result of applying plate load test to saltous marine soils, we obtained the yield load that can pass the large scale even after 5 days. In the uniaxial compressive strength test, shear strength of about 300 kPa was obtained after 5 days. It will be useful for supplementing the soft ground in the area where marine reclamation is much like the Incheon area.

Application of Red Mud and Oyster Shell for the Stabilization of Heavy Metals (Pb, Zn and Cu) in Marine Contaminated Sediment (적니와 굴패각을 이용한 해양오염퇴적물 내 중금속(Pb, Zn and Cu) 안정화 처리)

  • Shin, Woo-Seok;Kang, Ku;Park, Seong-Jik;Um, Byung-Hwan;Kim, Young-Kee
    • Journal of Korean Society of Environmental Engineers
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    • v.34 no.11
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    • pp.751-756
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    • 2012
  • In this study, a heavy-metal stabilization treatment using stabilizing agents derived from waste resources was utilized on Incheon North Port range sediment contaminated with Pb, Zn, and Cu. Both calcined red mud (5%, 10%, and 15% w/w) and oyster shell (5%, 10%, and 15% w/w) were applied for a wet-curing duration of 15 days. From the sequential extraction results, the oxide and organic fraction of heavy metals (Pb, Zn, and Cu) were observed strongly in the contaminated sediment. However, the fraction of heavy metal in the stabilized sediment was higher than the organic and residual fraction, in comparison to the contaminated sediment. Moreover, the leaching of heavy metals was reduced in the stabilized sediment, compared with the contaminated sediment. From these results, red mud and oyster shell were shown to be potential stabilizers of heavy metals in contaminated sediment.

A Study on the Applicability of Soilremediation Technology for Contaminated Sediment in Agro-livestock Reservoir (농축산저수지 오염퇴적토의 토양정화기술에 대한 적용성 연구)

  • Jung, Jaeyun;Chang, Yoonyoung
    • Journal of Environmental Impact Assessment
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    • v.29 no.3
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    • pp.157-181
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    • 2020
  • Sediments from rivers, lakes and marine ports serve as end points for pollutants discharged into the water, and at the same time serve as sources of pollutants that are continuously released into the water. Until now, the contaminated sediments have been landfilled or dumped at sea. Landfilling, however, was expensive and dumping at sea was completely banned due to the London Convention. Therefore, this study applied contaminated sedimentation soil of 'Royal Palace Livestock Complex' as soil purification method. Soil remediation methods were applied to pretreatment, composting, soil washing, electrokinetics, and thermal desorption by selecting overseas application cases and domestically applicable application technologies. As a result of surveying the site for pollutant characteristics, Disolved Oxigen (DO), Suspended Solid (SS), Chemical Oxygen Demand (COD), Total Nitrogen (TN), and Total Phosphorus (TP) exceeded the discharged water quality standard, and especially SS, COD, TN, and TP exceeded the standard several tens to several hundred times. Soil showed high concentrations of copper and zinc, which promote the growth of pig feed, and cadmium exceeded 1 standard of Soil Environment Conservation Act. In the pretreatment technology, hydrocyclone was used for particle size separation, and the fine soil was separated by more than 80%. Composting was performed on organic and Total Petroleum Hydrocarbon (TPH) contaminated soils. TPH was treated within the standard of concern, and E. coli was analyzed to be high in organic matter, and the fertilizer specification was satisfied by applying the optimum composting conditions at 70℃, but the organic matter content was lower than the fertilizer specification. As a result of continuous washing test, Cd has 5 levels of residual material in fine soil. Cu and Zn were mostly composed of ion exchange properties (stage 1), carbonates (stage 2), and iron / manganese oxides (stage 3), which facilitate easy separation of contamination. As a result of applying acid dissolution and multi-stage washing step by step, hydrochloric acid, 1.0M, 1: 3, 200rpm, 60min was analyzed as the optimal washing factor. Most of the contaminated sediments were found to satisfy the Soil Environmental Conservation Act's standards. Therefore, as a result of the applicability test of this study, soil with high heavy metal contamination was used as aggregate by applying soil cleaning after pre-treatment. It was possible to verify that it was efficient to use organic and oil-contaminated soil as compost Maturity after exterminating contaminants and E. coli by applying composting.

Evaluation of Stability and Settlement of In-Situ Capping of Contaminated Sediments Using Zeolites and Sands (제올라이트를 이용한 해저오염토 피복 공법 후 안정성 및 침하 평가)

  • Ji, Subin;Lee, Kicheol;Lee, Jangguen;Kim, Dongwook
    • Journal of the Korean GEO-environmental Society
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    • v.17 no.11
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    • pp.23-33
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    • 2016
  • This study evaluated the stability and deformation subsea foundation after implementation of the contaminant isolation method by covering the contaminated materials using Zeolite and sands under subsea condition. The appropriate contaminant adsorption materials used in this study was selected as Zeolite based on the existing research results due to its efficiency. Safety (or stability) was evaluated by calculation and to analyze deformation after completing the contaminant isolation method. The minimum safety factors from slope stability analyses results were 30.1 and 11.2 depending on subsea submerged conditions and the amount of the maximum primary consolidation settlement from consolidation analysis results was 209.2 mm. In addition, change of consolidation amount with increasing consolidation time was evaluated based on consolidation degree.