• Title/Summary/Keyword: 폐석

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도곡 Au-Ag-Cu광산 및 화천 Au-Pb-Zn광산 주변지역 중금속의 화학적 형태 및 오염 특성

  • 이성은;전효택;이진수
    • Proceedings of the KSEEG Conference
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    • 2003.04a
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    • pp.93-96
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    • 2003
  • 국내 휴ㆍ폐금속광산 주변지역을 대상으로 광산활동으로 인한 독성 중금속 원소들의 주변 환경 유출과정 및 정도를 규명하여 생활에 미치는 환경오염의 가능성을 조사하는 환경지구 화학적 연구가 지속적으로 이루어지고 있다. 이들 중의 대부분은 적절한 환경복원시설이 설치되지 않아, 방치된 광미와 폐석에 의해 주변지역의 환경오염이 발생되는 것으로 보고되고 있다. 국외의 경우 광산활동의 주요한 폐기물인 광미와 폐석에 대한 매립 및 처리 모델 개발, 침출수 관리 등 다양한 환경오염 방지 및 복구 연구가 수행되고 있다. (중략)

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Fabrication and Mechanical Properties of the Hybrid Composites Filled with Waste Stone and Tire Powders (폐석분-폐타이어 분말 충전 혼성복합재료의 제조 및 기계적 특성)

  • 황택성;이승구;차기식
    • Polymer(Korea)
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    • v.25 no.6
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    • pp.774-781
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    • 2001
  • In order to reuse the waste matters, the polyester hybrid composites were fabricated with the waste stone (WSP) and waste tire (WTC). Before mixing, the waste fillers were treated with the silane coupling agent [${\gamma}$-methacryloxy propyl trimethoxy silane(${\gamma}$-MPS)] for enhancing the dispersion of the fillers and interfacial bonding with polymer matrix. Mechanical properties and morphologies of the resulted hybrid composites were investigated with the filler content. The hybrid composites containing surface treated fillers have high initial thermal decomposition temperature and low weight loss compared to the untreated one. The highest mechanical properties of composites were obtained with the ${\gamma}$-MPS (2 wt%) treated fillers. The porosity of composite increased with the content of organic filler which can be reduced by the silane surface treatment of fillers. The pore size distribution of the composites varied with the waste filler content.

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A Study on Extension of Application of Industrial By-products: Strength Characteristics of Shotcrete (산업부산물의 사용성 확대를 위한 기초연구: 숏크리트의 강도특성)

  • Park, Cheol-Woo;Kwon, Seung-Joon;Sim, Jong-Sung;Kang, Tae-Sung;Lee, Hyeon-Gi;Sim, Jae-Won
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.4 no.3
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    • pp.75-81
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    • 2009
  • The industrial by-products market has increased at a geometric rate worldwide with the rapid economic growth. Among the wide variety of industrial by-products, fly ash which is generated by the combustion of coal is one of the more troublesome industrial wastes because they entail substantial disposal cost and also cause a shortage of disposal sites. In Korea alone, fly ash generation is expected to increase to 5.8 million tons by 2009, and to 6 million tons by 2010. Given the accelerated industrial development in developing countries, the amount of fly ash generation is predicted to reach enormous levels throughout the world. An increasing number of studies have currently focused on the feasibility of recycling industrial wastes i.e., fly ash in terms of environmental advantages. In this study, the optimized mix proportion of high performance shotcrete using fly ash was determined for the purpose of promoting recycling and reuse of resources.

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Bearing Capacity of Pavement Foundation by Waste Lime Material using the Dynamic Cone Pentrometer (동적 콘관입시험기를 이용한 폐석회 혼합 도로노반 성토체의 현장 지지력 평가)

  • Kim, Young-Seok;Hong, Seung-Seo;Bae, Gyu-Jin
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.12 no.2
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    • pp.927-935
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    • 2011
  • In-situ California Bearing Ratio(CBR) test has been widely used for evaluating the subgrade condition in pavements. However, because the in-situ CBR test is expensive and takes time for operation, it is difficult to figure out the in-situ characteristics of subgrade strength in detail. For faster and economical operation, the Dynamic Cone Penetrometer(DCP) has been often utilized for estimating the subgrade strength in the field. The purpose of this paper is to determine the relationship between CBR value and DCP index of the embankment constructed with mixtures of soil and waste lime. Waste lime used in this study is producted as a by-product in the manufacturing process of making $Na_2CO_3$ from local chemical factory in Incheon. In this field measurement, the geotechnical tests such as field water content, field density, field CBR test, and dynamic cone penetration test were conducted.

Construction Performance of High Strength Concrete Utilizing Wasted Limestone Coarse Aggregates (석회암 폐석 굵은골재를 사용한 고강도 콘크리트의 시공)

  • Han, Cheon-Goo;Kim, Ki-Hoon
    • Journal of the Korea Institute of Building Construction
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    • v.15 no.6
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    • pp.545-551
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    • 2015
  • The aim of this research is suggesting application method of the wasted rock obtained from the limestone quarry of raw material for cement as a coarse aggregate for high strength concrete after crushing and sieving processes. The wasted rock has been normally wasted because of its low quality as a material for cement production. In this research, the concrete using this wasted limestone coarse aggregate was evaluated the constructability based on the performances of workability, air content, and compressive strength. From the experiment, a favorable performance was achieved with a limestone coarse aggregate for high strength concrete comparing to the high strength concrete using granite coarse aggregate.

Rheological Characteristics and Debris Flow Simulation of Waste Materials (광산폐석의 유변학적 특성과 토석류 흐름특성 분석)

  • Jeong, Sueng Won
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.34 no.4
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    • pp.1227-1240
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    • 2014
  • Abandoned mines often cause environmental problems, such as alteration of landscape, metal contamination, and landslides due to a heavy rainfall. Geotechnical and rheological tests were performed on waste materials corrected from Imgi waste rock dump, located in Busan Metropolitan City. Debris flow mobility was examined with the help of 1-D BING model which was often simulated in both subaerial and subaqueous environments. To determine flow curve, we used a vane-penetrated rheometer. The shear stress (${\tau}$)-shear rate (${\dot{\gamma}}$) and viscosity(${\eta}$)-shear rate (${\dot{\gamma}}$) relationships were plotted using a shear stress control mode. Well-known rheological models, such as Bingham, bilinear, Herschel-Bulkley, Power-law, and Papanastasiou concepts, were compared to the rheological data. From the test results, we found that the tested waste materials exhibited a typical shear shinning behavior in ${\tau}$-${\dot{\gamma}}$ and and ${\eta}$-${\dot{\gamma}}$ plots, but the Bingham behavior is often observed when the water contents increased. The test results show that experimental data are in good agreement with rheological models in the post-failure stage during shearing. Based on the rheological properties (i.e., Bingham yield stress and viscosity as a function of the volumetric concentration of sediment) of waste materials, initial flowing shape (5 m, 10 m, and 15 m) and yield stress (100 Pa, 200 Pa, 300 Pa, and 500 Pa) were input to simulate the debris flow motion. As a result, the runout distance and front velocity of debris flow are in inverse propositional to yield stress. In particular, when the yield stress is less than 500 Pa, most of failed masses can flow into the stream, resulting in a water contamination.

The Contamination of Groundwater by Acid Mine Drainage in the Vicinity of the Hanchang Coal Mine and the Efficiency of the Passive Treatment System (산성광산배수에 의한 한창탄광 부근 지하수의 오염과 자연정화처리시설 효율에 관한 연구)

  • 지상우;김선준
    • Journal of Soil and Groundwater Environment
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    • v.8 no.2
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    • pp.9-18
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    • 2003
  • Sampling of waters from each stage of treatment system (Successive Alkalinity Producing System; SAPS), tailings seepage, and spring near the Hanchang coal mine of Kangwon Province were carried out seasonally and analyzed to evaluate the source and possible path of groundwater contamination by acid mine drainage (AM). Sulfur isotope compositions were measured to identify the origin of groundwater contaminations and the sulfate reduction processes in the SAPS. Low pH and high metal concentration of spring water indicates possibility of the groundwater contamination by AMD. Removal efficiency of acidity of the SAPS was 18.17 g/$\textrm{m}^2$/day on an average and the metal removal efficiency was almost 100%, which was higher than those of other treatment systems. However, no appreciable decrease of sulfur content and almost similar sulfur isotope compositions of water from each stage of the treatment system may suggest incomplete or very poor sulfate reduction by sulfate reducing bacteria. Chemical and sulfur isotope compositions showed that spring water was contaminated by seepage from mine tailings. And seepage of stonewall, a part of treatment system was affected by both tailings seepage and mine adit drainage. In this study site, the treatment system was constructed for the only AMD from mine adit not for tailings seepages, which resulted in the groundwater contamination from tailing seepages. Similar situation is expected in other abandoned coal mine areas.

Development of Green Rehabilitation Material for Rock and Abandoned Mine Debris Slopes (폐광산 암반 및 폐석사면에 적합한 친환경 식생복원 소재 개발에 대한 연구)

  • Jung, Mun-Ho;Ryu, Jong-Heum;Kim, Tae-Heok;Lee, Hak-Joo;Choo, Chang-Oh;Shin, Youn-Soo;Jeong, Gyo-Cheol
    • The Journal of Engineering Geology
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    • v.22 no.4
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    • pp.439-448
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    • 2012
  • The aim of this study is to develop eco-friendly, fundamental technology for vegetative restoration of barren lands using green rehabilitation material, for the stabilization of abandoned mine debris slopes and depository slopes composed of rock fragments. It is expected that such methods would help to improve the negative view of artificial slopes that remain following mining activity, while also contributing to slope stabilization and prevention of the loss of rock fragments and the dispersion of tailings. We tested the tensile strength and tear strength of various materials, including commonly used natural coir material, natural fibers, and synthetic textile materials with enhanced durability. In conclusion, there is the possibility that natural coir can be used as an eco-friendly material in vegetation restoration, while its durability in natural conditions can be improved by controlling the degree of knot convolution and by antibacterial treatment against biodegradation.

Stabilization of Arsenic in Soil around the Abandoned Coal-Mine Using Mine Sludge Pellets (광산슬러지 펠렛을 이용한 폐석탄광 주변 토양 내 비소 안정화 연구)

  • Ko, Myoung-Soo;Ji, Won-Hyun;Kim, Young-Gwang;Park, Hyun-Sung
    • Economic and Environmental Geology
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    • v.52 no.1
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    • pp.29-35
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    • 2019
  • The purpose of this study was to assess the applicability of acid mine drainage sludge (AMDS) pellets for the arsenic (As) stabilization and to suggest an evaluation method for arsenic stabilization efficiency in soil around abandoned coal mines. The soil samples were collected from the agricultural field around Ham-Tae, Dong-Won, Dong-Hae, and Ok-Dong coal mine. The As concentration in soil was exceeding the criteria of soil pollution level, except for Ham-Tae coal mine. The AMDS pellets are more appropriate to use by reducing dust occurrence during the transport and application process than AMDS powder. In addition, AMDS pellets were maintained the As stabilization efficiency. The application of AMDS pellets for the As stabilization in soil was assessed by column experiments. The AMDS pellets were more effective than limestone and steel slag, which used as the conventional additives for the stabilization process. The As extraction by $0.43M\;HNO_3$ or $1M\;NaH_2PO_4$ solution were appropriate evaluation methods for evaluation of As stabilization efficiency in the soil.