• 제목/요약/키워드: liner and cover material

검색결과 16건 처리시간 0.027초

결정질혼화제를 함유한 광산차수재 물성평가 (Evaluation of Physical Properties of Liner and Cover Material Crystalline admixture)

  • 조용광;남성영;김춘식;조성현
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 봄 학술논문 발표대회
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    • pp.227-228
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    • 2021
  • There are various problems caused by environmental pollution around the abandoned mines. In addition, they are exposed to the risk of safety accidents due to sinkholes caused by ground subsidence. Therefore, the ground is stabilized through the filling and construction of abandoned mines using industrial by-products. However, in the case of Backfill Material, secondary pollution caused by acidic drainage and leachate is not suppressed. To solve this problem, the liner and cover material is first installed. Therefore, in this study, the watertightness of the liner and cover material was improved by mixing crystalline admixtures by content.

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VAE 수지를 활용한 폐기물 매립지의 차수재 특성 연구 (Study on Characteristics of Liner and Cover Material in Waste Landfill using VAE Resin)

  • 이승재;이원기
    • 한국환경과학회지
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    • 제28권5호
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    • pp.503-509
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    • 2019
  • To prevent environmental pollution caused by leakage of leachate from waste landfill, vinyl acetate-ethylene (VAE) resin is applied to liner and cover materials to improve their performance. Styrene, styrene butadiene rubber, and VAE are widely used as polymer resins that have excellent water resistance and durability. Further, VAE resin is known to have additional advantages such as adhesion to nonpolar materials and resistance to saponification as a copolymer. In this study, the effect of VAE content on the properties of liner and cover materials was studied. The water and air content ratios, bending and compressive strengths, water absorption ratio, and coefficient of permeability of these materials were measured. The liner and cover materials with 4 wt% VAE showed good properties.

급결제 종류에 따른 광산 차수재의 특성 연구 (Study on the characteristic of liner and cover material by accelerating agent type)

  • 조용광;남성영;이용무;김춘식;서신석;조성현;이형우;안지환
    • 한국환경과학회지
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    • 제27권2호
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    • pp.75-81
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    • 2018
  • At present research on mining backfill materials is being carried out to prevent ground subsidence and breaking by underground cavern of exhausted mines. However, backfill materials can cause secondary environmental issues such as ground pollution. To solve these issues, liner and cover materials are constructed before backfill materials constructed, to inhibit toxic substances form moving to the surroundings. Liner and cover materials, however, should have an accelerating performance after construction and when the accelerating performance is degraded, the work efficiency can be lowered, and the construction cost can be increased, by many rebound content. Therefore, this study develops mining liner and cover materials, and evaluates their accelerating performance and physical properties of liner and cover materials by types and content of accelerating agent. In case of aluminate accelerating agent, it is mixed with more than 5% of liner and cover materials(binder/ratio); thus an accelerating performance satisfying Korean Industrial Standards(KS) occurs, and in case of alkali-free accelerating agent, when it is mixed with more than 7%(binder/ratio), accelerating performance satisfying KS occurs. The more the accelerating agent capacity increases, the more compressive strength decreases. In addition, it is confirmed that compressive strength of aluminate accelerating agent is more degraded than compressive strength of the alkali-free accelerating agent. It is also confirmed that drying shrinkage stability of the alkali-free accelerating agent is better than the drying shrinkage stability of the aluminate accelerating agent.

SRSL(Self Recovering Sustainable Liner)재의 매립지 최종복토층에 대한 활용성 검토 (Applicability of SRSL(Self-Recovering Sustainable Liner) to the Landfill Final Cover System)

  • 권오정;서민우;홍수정;박준범;박수영
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2004년도 춘계학술발표회
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    • pp.453-460
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    • 2004
  • To prevent penetration of rainwater into the landfill site is the main purpose of the final cover in landfill sites. Conventional designs of landfill covers uses geotextiles such as geomembrane and GCL, and clay liners to lower the permeability of final covers of landfill sites. However, differential settlement and the variation of temperature in landfill sites cause the development of cracks or structural damage inside the final cover and it is also difficult to obtain clay - the main material of the compacted clay liner in Korea. Thus the former final cover system that suggests geomembrane and GCL or compacted clay liner has several limitations. Therefore, an alternative method is necessary and one of them is the application of SRSL(self-Recovering Sustainable Liner) material. SRSL is two different layers consist of individual materials that react with each other and form precipitates, and with this process lowers the permeability of the landfill final cover. SRSL generally is made up of two layers, so that when a internal crack occurs the reactants of the two layers migrate towards the crack and heal it by forming another liner. In this study the applicability of SRSL material for landfill final cover was examined by performing; (1) jar test to verify the formation of precipitate in the mixture of each reactants, (2) falling head test considering the field stress in order to confirm the decrease of permeability or prove that the hydraulic condctivity is lower than the regulations, (3) compression tests to judge weather if the strength satisfies the restricts for landfills, (4) freeze/thaw test to check the applicability of SRSL for domestic climate. In addition, the application of waste materials in the environmental and economical aspect was inspected, and finally the possibility of secondary contamination due to the waste materials was examined by performing elution tests.

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SRSL(Self Recovering Sustainable Liner)재의 매립지 최종복토층에서균열 손상 시 치유 능력 검토 (Evaluating the recovering capacity of cracked SRSL in the landfill final cover)

  • 백현욱;하민기;권오정;박준범
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.1412-1419
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    • 2005
  • Preventing the infiltration of rainwater into the landfill site is the main purpose of the final cover in landfill sites. Compacted clay layer or geomembrain have been used as a conventional landfill final cover. But they have several disadvantages when damages might occur due to puncturing, differential settlement and desiccation or freeze and thaw. For this reason, as an alternative method SRSL(Self Recovering Sustainable Liner) has been developed. Adopting the precipitation reaction of two chemical material, by forming precipitates that fill the pores, and lower the overall permeability of the liner. The advantage of this method is that when fracture of the liner occurs the remaining reactants of the two layers form precipitates that fill the fracture and recover the low permeability of the liner. In this study, the recovering ability of the SRSL with a crack due to the seasonal variation or differential settlements was investigated by permeability tests. And in order to estimate the durability of the SRSL after freeze/thaw and desiccation, uniaxial compression strength tests were performed.

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SRSL 매립지 최종 복토층의 투수 및 강도 특성 (Hydraulic Conductivity and Strength Characteristics of Self Recovering Sustainable Liner (SRSL) as a Landfill Final Cover)

  • 권오정;이주형;조완제;정영훈
    • 한국지반공학회논문집
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    • 제27권12호
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    • pp.5-15
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    • 2011
  • 본 연구는 매립지의 최종복토층으로 사용되는 점토 혹은 지오멤브레인의 부등침하 및 기상조건변화에 의한 균열에 취약한 점을 고려하여 균열 발생시 자가형성된 물질로 인하여 균열치유 작용을 할 수 있는 SRSL(Self Recovering Sustainable Liner)의 매립지 최종복토층으로서의 적용성을 파악하였다. SRSL 기법은 2개의 층을 두어 상, 하부층 사이 계면에 불투수성 물질을 생성하는 동시에, 균열발생 시에도 2가지 성분이 다시 결합하여 불투수성 물질을 재형성하는 역할을 수행한다. SRSL의 최종복토층의로서의 적용성 파악을 위해서 실험실에서 연성벽체 투수시험기를 사용하여 투수 특성을 파악하였고 일축압축시험을 통하여 강도 및 강성 특성을 파악하였다. 또한 최종 복토층의 경우 환경적인 요인에 직접적으로 노출되어 있기 때문에 동결/융해 및 건조/습윤에 따른 SRSL의 투수 및 강도 특성 또한 알아보았다. 시험 결과, SRSL은 낮은 투수계수와 기준보다 높은 강도를 가진 매립장의 복토층 재료로 적합한 물질로 판단되며, 동결/융해 및 건조/습윤의 환경적인 영향에 대해서도 안정한 것으로 판명되었다.

흙-벤토나이트 혼합물의 투수특성 (Permeability of Soil-Bentonite Mixtures)

  • 채교익;권무남;이상호;남효석
    • 한국농공학회지
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    • 제45권1호
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    • pp.55-62
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    • 2003
  • Leachate generated from landfill material flows through soil gravitationally downward and. continues to flow until it encounters groundwater, posing the thread of pollution. So selection of liner material having a low permeability and testing method are required. The study was performed to find bentonite content of soil-bentonite mixtures for using as liner and cover of waste landfills. This paper includes results of consolidation tests and permeability tests and evaluates suitability and properties of soil-bentonite mixtures as impervious materials.

Bacteria/Fungi 혼합토를 이용한 현장 Bio-barrier 형성 (In Situ Bio-barrier Formation using Bacteria/Fungi-Soil Mixture)

  • 김건하;송영우;구동영
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 봄 학술발표회 논문집
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    • pp.489-495
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    • 2000
  • When microorganisms such as bacteria and fungi are injected into porous medium such as soils along with appropriate substrate and nutrients, biomass retained in the soil pore. Soil pore size and shape are varied from the initial condition as a result of biofilm formation, which make hydraulic conductivity reduced. In this research, hydraulic conductivity reduction was measured after microorganism are inoculated and cultured with synthetic substrates and nutrients. Biomass-soil mixture was evaluated its applicability to the field condition as an alternative liner material in landfill by measuring hydraulic conductivity change after repetitive freeze-thaw cycles.

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폐기물 매립장의 차수재 및 복토재로서 하수 슬러지 재활용 (Reuse of Water Treatment Sludge as Liner and Cover Materials in Waste Landfills)

  • 이용수;정하익
    • 한국지반공학회지:지반
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    • 제13권4호
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    • pp.5-12
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    • 1997
  • 현재, 하수 슬러지가 매립장에 주로 단순 매립되고 있는데, 이를 폐기물 매립장의 차수재 또는 복토재로 활용한다면 산업부산물의 재활용이라는 측면에서 큰 잇점이 있을 것이다. 이를 위하여 본 논문에서 하수 슬러지에 대한 다짐, 강도, 투수, 화학반응성 및 용출시험 등을 실시하여 매립장의 복토재 또는 차수재로서의 활용성을 검토하였다. 실험결과, 하수슬러지 혼합재는 벤토나이 트의 첨가량이 증가함에 따라 최대건조밀도는 증가하고 최적함수비는 감소하는 것으로 나타났다. 하수슬러지 혼합재의 강도는 벤토나이트의 첨가량이나 경과시간에 따라 증감효과가 크게 나타나지 않았다. 벤토나이트의 첨가량이 증가함에 따라 그리고 시간이 경과함에 따라 투수계수는 감소하였으며 투수계수가 1x10-7cm/sec가 되기 위한 벤토나이트의 첨가량은 약 40%정도로 나타났으며. 이는 차수재로서 하수슬러지를 활용한다면 벤토나이트 첨가량을 40%이상을 요구하며, 반면 복토재로 활용한다면 벤토나이트 첨가량이 20%이내임을 알 수있다. 하수슬러지 혼합재의 침출수와 반응성에 의한 투수특성 변화는 미약한 것으로 나타났다.

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하수 슬러지 부산물을 이용한 다짐혼합재 및 토목합성수지점토라이너의 최종복토 차단층재로의 적용성에 관한 비교연구 (A Comparative Study on the Feasibility of Geosynthetics Clay Liner and Compacted Mixing Material Using By-products from Sewage Sludge to the Final Cover Materials in Landfills)

  • 정지훈;이재영;이명호
    • 한국지반신소재학회논문집
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    • 제7권2호
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    • pp.49-52
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    • 2008
  • 현재 사용되고 있는 폐기물 매립지의 최종복토 차단층으로는 다짐점토층(Compacted Clay Liner; CCL)을 일반적으로 오랫동안 사용하고 있으나 압축성이 높은 폐기물 위에서는 시공이 어려우며, 고농도 유기물에 의한 붕괴를 유발하여 선진국 등에서 널리 사용되고 있는 부직포 등 토목합성물질 사이에 차수성이 뛰어난 벤토나이트를 삽입한 토목합성수지점토라이너(Geosynthetic Clay Liner; GCL)를 대체재로 많이 사용하고 있다. GCL은 설치 전, 후로 뚫림이 있을 수 있는 단점이 있어 CCL은 여전히 우리나라에서 널리 사용되고 있다. 하지만 CCL은 앞서 언급한 문제보다 국내의 기후 및 지형적인 여건으로 점토의 부족문제가 더 크게 작용하고 있어 그 대체물질의 개발이 시급히 요구되고 있다. 그 대체물질로 최근 슬러지가 주목을 받고 있는데 대부분의 슬러지는 매립지에 처분되거나 해양투기를 하고 있지만 2012년부터 런던협약에 따라 전면적으로 금지될 전망이기 때문에 슬러지의 친환경적인 처리 처분이 긴급히 요구되고 있는 실정이다. 이 문제를 해결하기 위한 혁신적인 방법의 하나로 열가수분해에 의한 처리기술을 들 수 있다. 본 연구에서는 부족한 양질의 점토를 대체하기 위해 하수슬러지를 열가수분해 처리하고 나온 부산물을 이용하여 첨가제를 혼합하여 최적배합비로 혼합한 다짐혼합재(Compacted Mixing Materials; CMM)를 차수능이 높은 GCL과 비교하여 CMM의 최종복토 차단층재로의 이용가능성을 평가하였다

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