• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.404-410
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• 2002

Dynamic compaction is an efficient ground improvement technique for loose soils and waste landfill. The improvement is obtained by controlled high energy tamping and its effects vary with the soil properties and energy input. This study demonstrated the application of dynamic compaction method for the improvement of waste landfill in construction site. Various tests and measurements such as standard penetration test, bore hole loading test, crater settlement, ground settlement, pore water pressure were peformed during dynamic compaction field test. From the field test results, the efficiency of dynamic compaction method for the improvement of waste landfill was proved.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.172-185
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• 2009

This paper presents case histories and research projects related to geotechnical challenges at waste landfill sites in Japan. Due to the limitation of inland space available to waste disposal, coastal landfills and the associated containment systems are important considerations, particularly for metropolitan areas. Experimental works on heavy metals mobility using a large column to simulate the redox potential at the coastal landfill sites are introduced. After the closure of landfill sites, they are expected to be utilized as new land space, since new space is difficult to find in urban area. In the redevelopment of such closed landfill sites, there are possibilities of environmental risks, such as generation of toxic gas and leachate, differential settlement of the waste layer, damage to the lining system. Whether the pile installation through the clay layer acting as a landfill bottom barrier is environmentally acceptable or not has been a great concern in the redevelopment of closed waste landfill sites in particular coastal landfill sites. An analytical study to evaluate the cost-effective remedial option for a dumped waste site located along a landslide area, where cut-off wall keyed into the aquitard might elevate groundwater level and thus may not be employed, is presented.

• 유기물자원화
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• 제13권3호
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• pp.63-70
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• 2005

음식물류폐기물의 직매립 금지로 종량제 봉투에 버려지던 상당량의 음식물류가 제외되면서 도시생활폐기물의 조성은 최근 급변하고 있다. 이에 본 연구에서는 2004년~2005년 2년간 3회에 걸쳐 중소규모의 도시 내 10개 지점에서 배출되는 도시생활폐기물을 발생원에서 수거하여 폐기물의 물리화학적 조성을 조사하고, 이로부터 음식물류폐기물의 직매립 금지조치가 폐기물의 성상변화에 미치는 영향을 정리하였다. 음식물류폐기물의 직매립 금지로 생활폐기물 중의 음식물류의 함량은 2004년도 대비 중량기준으로 약 12% 감소하였으며, 겉보기 밀도도 약 25% 감소하였다. 또한 전체 폐기물 중의 수분함량은 32.3%로 2004년도에 비하여 14.1% 감소하였으며, 폐기물의 저위발열량은 직매립 금지 후 약 32% 증가하여 2991.4 kcal/kg의 값을 나타내었다. 매립폐기물에 의한 매립가스 발생량은 연간 가스발생량 기준으로 최대 5%가 감소되어 매립지에서의 환경오염물질 배출량의 저감효과도 일부 예측되었다.

• 유기물자원화
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• 제9권1호
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• pp.109-118
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• 2001

사후관리단계에 있는 폐기물매립지에서는 매립쓰레기의 안정화 정도를 실측조사하여 파악하기 어려운데 굴착조사를 하면 최종복토층이 손상되기 때문이다. 이러한 문제를 해결하고자 본 연구에서는 침출수 및 매립가스를 이용하여 매립쓰레기의 분해정도를 평가하는 방법을 개발하고 난지도매립지를 대상으로 적용해 보았다. 그 결과 난지도매립지의 매립쓰레기는 2000년까지 분해가능폐기물 기준 54%, 이분해성물질 기준 70%가 분해되었으며, 대부분이 가스상태로 전환된 것으로 분석되었다. 본 연구에서는 이러한 결과는 생화학적 안정화지수로 활용하고, 매립지의 생물학적 분해조건이 변화되었을 때 반영하는 방법도 제시하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.1245-1252
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• 2010

Many industrialized countries are confronted with a difficulty about reuse of closed waste landfill. facilities. Especially, the demand of closed waste landfill maintenance and reuse nearby urban area has been increased, because of the shortage of usable land and extend of urban area. For the safe reuse of closed waste landfill, the most important check point is the effect of waste landfill on environment abound them. However, the non-sanitary closed waste landfill generally have no leachate lining system, therefore, the in-situ lining system such as sheet-pile, and vertical slurry wall etc. was needed to prevent the leachate outgoing from the waste landfill. In this paper present the case history of performance evaluation of vertical slurry wall by tracer tests.

• 환경영향평가
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• 제15권5호
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• pp.299-308
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• 2006

To utilize a closed municipal solid waste landfill site in environmentally secure conditions, it is necessary to verify the stabilization level of landfill leachate. To assess leachate stabilization of an open-dumping municipal solid waste landfill site (Salmi Landfill) which is located at the vicinity of Chungju Reservoir which flows into Paldang Reservoir utilized as Seoul Metropolitan water supplies, the landfill history and surrounding characteristics of the landfill site were surveyed. In this investigation, waste, leachate, groundwater and surfacewater samples from this landfill were physically and chemically analyzed, and the analysis results were evaluated by 'The Criteria of Landfill Waste Stabilization (CLWS)', 'Discharge Criteria of Landfill Leachate', 'The Criteria of Domestic Use in Groundwater Quality', and 'The Criteria of Domestic Use in Surfacewater Quality' that promulgated by Korean Ministry of Environment. From the analysis results on the Salmi open-dumping landfill, C/N ratio was 18.9 and $BOD/COD_{Cr}$ ratios in leachate were higher than 1/10. Based on the CLWS, this results seemed to imply that the process of leachate stabilization at this landfill was still proceeding.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.419-426
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• 2000

Waste landfill consists of cover layer, glass, robber, sheet, food waste, etc and is in very loose state. So, the proper method must be applied to ground improvement of waste landfill according to its characteristics and conditions. In this paper, analysis for field tests as static loading test, bearing capacity test were peformed. In result, PG pile method proved to be effective and economic, because it affected increase of end bearing capacity, the prevention of differential settlement and over 20% increase of density by expansion of pile.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2000년도 추계학술대회 논문집
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• pp.135-139
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• 2000

Waste landfill consists of cover layer, glass, robber, sheet, food waste, etc and is in very loose state. So, the proper method must be applied to ground improvement of waste landfill according to its characteristics and conditions. In this paper, analysis for field tests as static loading test, bearing capacity test were performed. In result, PG pile method proved to be effective and economic, because it affected increase of end bearing capacity, the prevention of differential settlement and over 20% increase of density by expansion of pile.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1996년도 토목섬유(Geosymthetics) 학술발표회 논문집
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• pp.67-78
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• 1996

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.186-193
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• 2009

Since its opening in 1992, Sudokwon Landfill has become a landfill in which wastes generated from more than 22 million people are treated and disposed of. Its first phase landfill was closed in 2000 and the second phase landfill is in operation since then. The Korean environmental policies on refuse have drastically evolved for the last decade or so. From merely safe containment of wastes, the utilization of them as a source for energy generation and the minimization of waste volume to be filled in landfills are in the mainstream. Keeping in pace with the new trends, several challenging projects are in their way to blossom in Sudokwon Landfill. This paper briefs some important activities in the landfill. They are (1) geotechnical issues related to the construction and maintenance of the $1^{st}$ and $2^{nd}$ Landfills and (2) landfill gas and bioreactor which are recently emerging in the market.