• 제목/요약/키워드: Soil Waste

검색결과 1,169건 처리시간 0.025초

폐기물매립지 주변 토양 및 지하수 오염도 조사 및 분석 (Investigation and Assesment of Ground Contamination around Waste Landfill)

  • 정하익;김상근
    • 한국지하수토양환경학회:학술대회논문집
    • /
    • 한국지하수토양환경학회 2000년도 창립총회 및 춘계학술발표회
    • /
    • pp.116-119
    • /
    • 2000
  • There has been a steady increase in geoenvironmental engineering projects where geotechnical engineering has been combined with environmental concerns. Many of these projects involve some investigation on contaminant and leachate flume in the ground and landfill. In this study, investigation and assesment on soil and groundwater around the waste landfill was carried out. Many techniques such as drilling and sampling method were applied. As a result of this study, the concentration of soil and groundwater were investigated and analysed.

  • PDF

Textured 지오맴브레인을 적용한 폐기물 매립장의 사면 안정성 연구 (Slope Stability of Waste Landfill Using Textured Geomembrane)

  • 신은철;윤석호;심진섭
    • 한국지하수토양환경학회:학술대회논문집
    • /
    • 한국지하수토양환경학회 2000년도 창립총회 및 춘계학술발표회
    • /
    • pp.141-144
    • /
    • 2000
  • The slope stability of waste landfill has been a problem in domestic and foreign countries. Waste landfills are being constructed in a reclaimed land or mountainous area. But most of these places are consisted of steep slope and hence it is necessary to use the geosynthetic liners in there. The large size direct shear test(30cm x 30cm) equipment was used to determine the interface friction angles between CCLs and soil & geomembranes. The centrifuge model tests were performed to investigate the slope stability with considering various geosynthetic liners conditions and degree of slope. The results of centrifuge model test indicate that the degree of saturation of GCL, roughness of geomembrane, and slope of landfill have greatly influenced on the slope stability of solid waste landfill.

  • PDF

다중 덮개시스템의 모세관 방벽 효과 평가 (Evaluation of Capillary Barrier Effect of Multi-layer Cover System)

  • 이정환;조현진;정재열;정해룡;윤정현
    • 한국지하수토양환경학회지:지하수토양환경
    • /
    • 제21권1호
    • /
    • pp.1-5
    • /
    • 2016
  • Capillary barriers, consisting of relatively fine-over-coarse materials, have been suggested as an alternative to traditional compacted soil covers. So, We were analysed to capillary barrier effect according to five cases of multi-layer cover systems. Water balance simulation was conducted with unsaturated flow model HELP to assess unsaturated hydraulic parameters such as hydraulic conductivity, climate affecting the performance of capillary barriers. Simulation were conducted for 5 Cases in the Ulsan area. Result of simulation indicated that three cases was formed unsaturated condition and capillary barrier effect.

패각을 이용한 농업용 지속성 담지체의 효과에 대한 연구 (A study on the Effect of Agricultural Industry Supporter for Durability using Waste Shell such as Crassostrea gigas)

  • 오은하;공승대
    • 한국응용과학기술학회지
    • /
    • 제27권4호
    • /
    • pp.427-436
    • /
    • 2010
  • Much oyster shell is breeding by character and conduct of oyster-industry for a long time among them. An experimental study was carried out to investigate the recycling possibility of waste oyster shells, which induce environmental pollutions by piling up out at the open or the temporary reclamation. The purpose of this study is to develope eco-friendly binder using waste oyster shells, and to reinforce soils fur soft soil improvement. In this paper, a series of laboratory tests including compressive pot tests were performed to evaluate characteristics of soils treated by developed waste oyster shells with different water content of soils. Based on test results, eco-friendly Supporter manufactured from waste oyster shells were estimated as good resource materials for soft soil improvements. We got the conclusion by a series of experiment, It is verified that change of pH of soil is improved by mixing with oyster shells. The homogenization method for deducing apparent of oyster shells, which can consider micro-structure of mixed soil, is introduced. The improvement treatment leaded to enlarge fluctuation of soil moisture content. The effect of calcium concentration was good though improvement treatment of physical property. In addition, the crop yield in amelioration plots increased. It means that the increase of crop yield was caused by improvement of soil physical properties rather than improvement of calcium concentration.

Relationship between Plant Species Covers and Soil Chemical Properties in Poorly Controlled Waste Landfill Sites

  • Kim, Kee-Dae;Lee, Eun-Ju
    • Journal of Ecology and Environment
    • /
    • 제30권1호
    • /
    • pp.39-47
    • /
    • 2007
  • The relationships between the cover of herbaceous species and 15 soil chemical properties (organic carbon contents, total N, available P, exchangeable K, Na, Ca and Mg, HCl-extractable Cd, Cr, Cu, Fe, Mn, Ni, Pb and Zn) in nine poorly controlled waste landfill sites in Korea were examined by correlation analysis and multiple regression equations. Species showed different patterns of correlation between their cover values and soil chemical properties. The cover of Ambrosia artemisiifolia var. elatior, Aster subulatus var. sandwicensis and Erechtites hieracifolia were negatively correlated with the contents of Fe, Mn and Ni within landfill soils. Total cover of all species in quadrats was positively correlated with the contents of Cd and negatively correlated with the contents of Mn and Fe from stepwise regression analysis with 15 soil properties. Canonical correspondence analysis demonstrated that the distribution of native and exotic plants on poorly controlled landfills was significantly influenced by the contents of Na and Ca in soils, respectively.

폐기물매립지의 흙-벤토나이트 혼합차수층 특성에 관한 연구 (A Study on Soil-Bentonite Mixed Liner Properties for Waste Landfill)

  • 홍성길;한봉수;장연수
    • 한국지반공학회:학술대회논문집
    • /
    • 한국지반공학회 2001년도 봄 학술발표회 논문집
    • /
    • pp.597-604
    • /
    • 2001
  • In this study, the engineering characteristics of soil-bentonite mixed liner are investigated using the laboratory hydraulic conductivity and strength tests. The soil used for the liner is clayey silt in the site and the weathered granitic soil located near the waste landfill studied. Mixing ratio of the bentonite which satisfies the requirement of hydraulic conductivity is determined and the optimum mixing ratio of betonite is recommended for the landfill. After the mixed liner is constructed, the block samples of the constructed liner are obtained and the properties of interest satisfy the requirements of the liner of the landfill.

  • PDF

불법매립폐기물에서 선별된 토사의 지반환경공학적 특성 분석 (Geoenvironmental Characteristics of Sorted Soil From Unregulated Landfill Wastes)

  • 정하익;김상근;류권;이용수
    • 한국지반공학회:학술대회논문집
    • /
    • 한국지반공학회 2001년도 봄 학술발표회 논문집
    • /
    • pp.605-610
    • /
    • 2001
  • There has been a steady increase in geoenvironmental engineering projects where geotechnical engineering has been combined with environmental concerns. Many of these projects involve some investigation on geoenvironmental characteristics related to waste landfill and waste soil. This study was carried out to evaluate the geoenvironmental properties of sorted soil from unregulated landfill wastes. The physical, mechanical, and environmental Properties of sorted soil were investigated for utilization in civil works.

  • PDF

Effects of waste dumpsites on geotechnical properties of the underlying soils in wet season

  • Essienubong, Ikpe Aniekan;Okechukwu, Ebunilo Patrick;Ejuvwedia, Sadjere Godwin
    • Environmental Engineering Research
    • /
    • 제24권2호
    • /
    • pp.289-297
    • /
    • 2019
  • Indiscriminate disposal of waste and citation of open dumpsites are some of the key factors affecting the various soil geotechnical properties. Atterberg limit and consolidation tests were conducted to determine the effects of two open waste dumpsites (Uselu Market and New Benin) on geotechnical properties of their underlying soils. Soil sample collected from Uselu Market dumpsite in Benin City metropolis showed slightly lower hydraulic conductivity (K) of $1.0{\times}10^{-6}$ with plasticity index of 18.53% compared to sample collected 1.6 m from the same dumpsite which had high K value of $2.42{\times}10^{-3}$ with plasticity index of 6.9%. Soil sample collected from New Benin dumpsite in Benin City metropolis showed slightly lower K of $1.45{\times}10^{-6}$ with plasticity index of 13.8% than sample collected 1.6 m from the same dumpsite which had high K value of $2.14{\times}10^{-2}$ with plasticity index of 6.0%. X-ray florescent analyser (X-MET 7000) and direct soil pH meter were used to determine the composition of the aforementioned soil samples. The result of samples collected from both dumpsites indicated a low hydraulic conductivity compared to samples collected 1.6 m from both dumpsites. Also, the chemical composition and pH of both dumpsite underlying soils indicated high level of soil contaminants with pH of 3.3 and 3.5 which is very acidic unlike pH of other samples which were in the neutral range (6.8-7.1). Hence, a liner is recommended for all dumpsites or engineered landfill systems to mitigate against the challenges associated with open waste dumping system in the environment.

시용된 유기물 종류별 토양중 질소무기화 (Nitrogen Mineralization in Soils Added with Different Organic Materials)

  • 이종식
    • 한국토양비료학회지
    • /
    • 제31권3호
    • /
    • pp.233-237
    • /
    • 1998
  • 토양에 시용되는 각종 폐유기물들의 토양중 질소 무기화율을 알아보기 위하여 3종의 폐유기물(A:도시고형폐기물+하수슬러지, B:목재잔사, C:목재잔사+하수슬러지)를 토양에 처리한 뒤 12주 동안 $25^{\circ}C$ 호기조건에서 질소 무기화율을 조사한 결과, 초기 질산화율은 C 처리구가 다른 처리구에 비하여 높았다. 또한 무기화된 총질소량은 C 처리구에서 가장 많았으나 실험기간 동안의 질소 무기화율과 질산화율은 무처리구에서 높게 나타났다.

  • PDF