• Title/Summary/Keyword: 골재석산

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An Experimental Study on the Characteristics of Crushed Aggregate Using Quarry-Waste (석산폐석을 활용한 쇄석골재의 특성에 관한 시험적 연구)

  • 김경수;송기범
    • Magazine of the Korea Concrete Institute
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    • v.10 no.5
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    • pp.167-176
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    • 1998
  • 골재의수요는 매년 크게 증가하고 있으나 천연골재는 점차 고갈되어 가고 있다. 따라서 기존석산들에서 발생되는 폐석자원을 쇄석골재로 활용하면 일거양득의 효과가 있다. 본 연구는 국내에서 가장 대규모 석산단지인 포천 및 익산지역 기존석산에서 발생되는 석산폐석에 대한 물리적, 화학적 및 광물학적 시험.분석을 실시하여, 쇄석골재로서 석산폐석의 특성규명과 활용가능성을 평가하였다. 연구결과, 포천과 익산지역에서 발생되는 석산폐석을 쇄석골재로 활용할 수 있을 것으로 판단되었으며, 폐석자원을 쇄석골재로 활용함으로써 골재의 수요에 보충하고, 산림 및 자연경관의 훼손과 환경오염을 야기할 수 있는 석산골재 신규개발의 억제에도 효과가 기대된다.

The Current Status of Aggregate Industry in Korea (우리나라 골재산업의 현황)

  • Oh, Jae-Hyun
    • Resources Recycling
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    • v.25 no.4
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    • pp.80-86
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    • 2016
  • To investigate the current status of aggregate industry in Korea, the law of aggregate gathering, the law of forest management, the aggregate statistics of demand and supply in recent years, and market price of aggregate were reviewed. It is conformed that the forest aggregate industry is developing year by year and leading the industry. In addition, in order to well understanding about aggregate industry, the production system and process of the Whaseong forest aggregate quarry were introduced.

Geology and Distribution of Crushed Aggregate Resources in Korea (국내 골재석산의 분포와 유형 분석)

  • Hong Sei Sun;Lee Chang Bum;Park Deok Won;Yang Dong Yun;Kim Ju Yong;Lee Byeong Tae;Oh Keun Chang
    • Economic and Environmental Geology
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    • v.37 no.5
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    • pp.555-568
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    • 2004
  • The demand of aggregate resources in Korea has been increased with a rapid economic growth since the 1980s. About 25% of the total aggregate production is derived from riverine aggregates, 20% to 25% from marine sands, 40% to 45% from crushed aggregate and the rest 5% to 15% from old fluvial deposits. The abundance of crushed coarse aggregates varies in the uniform distribution of country, but in general it can be concentrated in the most densely populated areas, five main cities. Typical rock types of the Korean crushed stones are classified as plutonic rocks of 27%, metamorphic rocks of 32%, sedimentary rocks and volcanic rocks of 18%, respectively. The most abundant coarse aggregate used in the country is obtained from granite (25% of total) and subordinately gneiss (20%), sandstone (10%) and andesite (10%). Although rock types using as dimension stone are only fifteen, those as aggregate amount up to twenty nine rocks. These rocks consist of plutonic rocks such as granite, syenite, diorite, aplite, porphyry, felsite. dike and volcanic rocks such as rhyolite, andesite, trachyte, basalt, tuff, volcanic breccia and metamorphic rocks such as gneiss, schist, phyllite, slate, meld-sandstone, quartzite, hornfels, calc-silicate rock, amphibolite. And sandstone, shale, mudstone, conglomerate, limestone, breccia, chert are main aggregate sources in tile sedimentary rocks. The abundance of plutonic rocks is the highest in Chungcheongbuk-do, and decreases as the order of Jeollabuk-do, Gangwon-do and Gyeonggi-do. In Jeollanam-do, volcanic aggregates occupy above 50%, on the contrary sedimentary aggregates are above 50% in Gyeongsangnam-do.

Strength and Absorption Properties of Cement Mortar Produced with Various Content of Sludge Powder at Mines (석산에서 발생하는 슬러지 미립분의 혼입률 변화에 따른 시멘트 모르타르의 강도 및 흡수 특성)

  • 한천구;신병철;김기철;이상태
    • Journal of the Korea Concrete Institute
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    • v.13 no.6
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    • pp.561-567
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    • 2001
  • It is reported that a lot of sludge powder is produced during the process of manufacturing crushed fine aggregate in mines. However, there is a limitation on the its use that most of them are disposed and wasted, which cause environmental pollution. Therefore, in this paper, tests are carried out in order to recycle sludge powder as filler for cement mortar products. Kinds of aggregates and mix proportion of mortar are varied under various contents of sludge powder. According to test results, it is found that cement mortar products using sludge powder as substitution of fine aggregate about 10% have better qualities than those without sludge powder.

Stability Evaluation and Blasing of Slopes for Optimal Development of Aggregate Quarry with Highly Damaged Discontinuities (절리면이 발달한 골재석산의 최적개발을 위한 발파 및 사면유지)

  • 양형식;김남수;김형근
    • Tunnel and Underground Space
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    • v.7 no.2
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    • pp.150-157
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    • 1997
  • Various analytical, empirical and theoretical methods for slope stability assessment were applied on slopes to develop aggregate quarry optimally. Among them are block theory, stereographic analysis, RMR, SMR, limit equilibrium method and maximum likelihood. Test site was estimated that slopes were apt to fail although rock quality was good. Modified direction and dip angle was suggested for stability. To reduce the overbreak and to improve the stability, the vertical blasting was recommended for new subground level.

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Comparison of Shear Behavior for Quarry Blasted Rocks Based on Large Scale Direct Shear Test and Large Scale Triaxial Test (대형직접전단시험과 대형삼축시험을 통한 석산골재의 전단거동 특성 비교)

  • Lee, Dae-Soo;Kim, Kyoung-Yul;Oh, Gi-Dae
    • Journal of the Korean Geotechnical Society
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    • v.24 no.2
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    • pp.5-14
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    • 2008
  • Shear characteristics of quarry blasted rocks were compared using large scale direct shear tests and triaxial tests. For comparison purpose, similar test conditions were simulated as much as possible and three types of relative density (50%, 70%, 90%) were employed for the test. Results indicate that stress-strain behavior shows the same trend for two tests, but the measured shear strengths differ for the different test ms and depends on the relative density. At low relative density, the internal friction angles from direct shear test are smaller than those from triaxial tests. However, at high relative density, this phenomenon is reversed.

Evaluation of Impurity Content Criteria of Recycled Aggregate for Lean Concrete Base (빈배합 콘크리트 기층용 순환골재의 이물질 품질기준 적정성 연구)

  • Kim, Nam-Ho;Yang, Seung-Cheol
    • International Journal of Highway Engineering
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    • v.14 no.3
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    • pp.69-76
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    • 2012
  • A recent shortage in Korean aggregate market leads a social demand to utilize recycled aggregate to more advanced level, such as the use in concrete structures or paving materials for surface and base layers. Government announced a recycled aggregate guideline in 2009 to provide an institutional framework for recycled aggregate in such an up-scaled use. The use of recycled aggregate in such use; however, is very minimal. This paper evaluates the validity of the impurity content criteria of recycled aggregate for lean concrete base through a series of material tests. The analysis results shows that reclaimed asphalt pavement (RAP) in recycled aggregate not only influence a strength lean concrete adversely, but also influence negatively on an absorption and abrasion characteristics of aggregate system significantly that made those two indices lower. Since absorption and abrasion characteristics are very important indices for recycled aggregate quality, RAP in recycled aggregate could significantly mislead the recycled aggregate qualification. This paper provides a suggestion to resolve these problems.