• 한국지반공학회논문집
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• 제20권2호
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• pp.75-85
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• 2004

폐기물 매립장의 침출수를 차수하기 위한 목적으로 다양한 토목섬유들이 폭 넓게 사용되어지고 있다. 이런 토목섬유 사이의 접촉 전단강도는 매립장 바닥차수 시스템 및 종료 매립장 커버 시스템 설계 시 구조물의 안전에 중요한 영향을 주는 설계정수임이 틀림이 없다. 본 연구에서는 폐기물 매립장 설계 시 중요한 설계정수인 토목섬유(지오멤브레인과 지오텍스타일 또는 토목섬유 점토 차수재) 사이의 접촉 전단강도를 산정하기 위하여 대형 직접전단 시험을 수행하였다. 특히, 대부분의 토목섬유가 강우, 침출수 및 지하수에 쉽게 영향을 받기 때문에 토목섬유의 접촉 전단강도에 대한 함수비의 영향을 고려한 연구를 수행하였다.

• 한국환경과학회지
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• 제30권8호
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• pp.673-684
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• 2021

Raw leachates from three landfills and treated leachates from two landfills on Jeju Isalnd were analyzed for ten perfluorinated compounds (PFCs) detected in aquaruc environments. The leachates were collected six times in 2014 and 2015. Among the ten PFCs, three were not detected, namely perfluoroundecanoic acid (PFUnDA), perfluorododecanoic acid (PFDoDA), and perfluorodecane sulfonate (PFDS). The total concentrations of PFCs ranged as 724-3313 ng/L (mean 1999 ng/L) in raw leachates and from less than the limit of quantification (LOQ) to 394 ng/L (mean 133.2 ng/L) in treated leachates. The domonant compounds measured were perfluorooctanoic acid (PFOA) (mean contribution 37.7%) and perfluorobutane sulfonate (PFBS) (mean contribution 38.2%) in raw leachates, and PFOA (mean contribution 40.7%), perfluorohexanoic acid (PFHxA) (mean contribution 27.3%) and PFBS (mean contribution 26.5%) in treated leachates. No significant correlations were observed between total/several individual PFCs and leachate pH and COD_Cr, which may be due to complex chemical nature of landfill leachates and characteristics of waste and landfills.

• 한국지하수토양환경학회지:지하수토양환경
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• 제7권1호
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• pp.53-62
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• 2002

본 연구는 쓰레기 매립지의 생태학적 복원에 필요한 토양환경자료를 제공하고자 경기도 지역의 10개 쓰레기 매립지의 복토층 토양과 주변토양의 이화학성을 조사하였다. 매립지 토양은 염류집적에 의하여 주변토양 보다 pH와 전기전도도는 높았으나, 유기물 및 전질소 함량은 낮았다. 매립지 토양은 식물체 필수성분 중 특히 질소와 인산의 함량은 낮은 것으로 나타났다. 토양의 교환성 양이온 함량은 매립지간 차이가 컸으나 매립지 토양이 주변토양에 비하여 높은 경향이었다. 토양 중 중금속 함량은 매립지 인천 원창동 매립지를 제외한 모든 매립지에서 대조구보다 높게 나타났으나 모든 매립지에서 식물에게 독성을 일으킬 수 있는 임계농도보다 낮았으며, 또한 토양환경보전법의 농경지에 대한 우려기준에 비하여 매우 낮은 값을 나타내었다. 따라서 매립지 토양은 질소와 인산의 함량이 낮으므로 자연 또는 인공적인 식생을 이용한 매립지의 생태학적 복원시 질소와 인산의 시용과 같은 토양관리 대책이 필요하다고 판단되었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1996년도 가을 학술발표회 논문집
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• pp.173-178
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• 1996

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1996년도 봄 학술발표회 논문집
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• pp.37-46
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• 1996

• 한국농공학회지
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• 제43권6호
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• pp.44-53
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• 2001

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 준설 및 환경매립에 관한 학술세미나
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• pp.101-119
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• 1999

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.621-628
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• 2003

To prevent the percolation of leachate through the bottom of waste landfills, the liner system of various layers, such as compacted clay, geomembrane, geonet, geotextiles, and geocomposite is designed. Since the friction angle between a geomembrane and other geosynthetics is usually lower than that of the soil alone, the interfaces between soil and geosynthetic or geosynthetic-geosynthetic may become a possible plane of weakness, which leads to potential instability of the system under load of waste at side slopes. In this study, large triaxial tests are carried out with samples of remoulded wastes and direct shear interface friction tests are carried out to understand the frictional properties of geosynthetic-geosynthetic interfaces, which are required for analyzing the safety of side-slope liner systems.

• 산업기술연구
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• 제21권B호
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• pp.45-49
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• 2001

Many cities and provinces are rapidly depleting landfill spaces. As the result, some municities have adopted to incinerate their municipal solid waste(MSW). The motive behind the choice is that incineration significantly reduces the volume of solid waste in need of disposal, destroys the harmful organic compounds that are present in MSW, and provides an attractive source of alternative energy. Conclusively, the generation of MSW ash is expected to increse in the furture. However, disposing the MSW ash in landfills may not always be an environmentally or an economically feasible solution. This paper addresses the various issues associated with MSW ash and its possible use in construction applications.

• 한국농공학회지
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• 제39권2호
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• pp.26-31
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• 1997

Abstract A series of permeability tests was performed on the mixtures with specific mixing rates of sand and bentonite using modified rigid-wall permeameter. Sand-bentonite mixtures were permeated by organics, ethanol and TCE. Permeability of bentonite with several mixing rates had a tendency to decrease up to initial one pore volume and permeability was thereafter converged to a constant value. When sand-bentonite mixtures was permeated by water, permeability was decreased at the beginning but it was thereafter converged to a constant. Among several mixing rates, permeability was greatly decreased at 15% of mixing rate. When sand-bentonite mixtures with 15% mixing rate was permeated by ethanol, permeability was about 10 times larger value than permeability of water. Peameability was shown greater values when permeated by TCE (TrichloroEthylene) followed by ethanol. Suitable mixing rate of sand-bentonite for a liner of waste landfills was detected.