• Title/Summary/Keyword: 광산채굴적

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A Study on the Urethane Foam Material Characteristics and Appropriate Soil Covering for Mine Reclamation Emergency Action through Atificial Fire Test (인공 화재 실험을 통한 광해방지 응급조치용 우레탄 폼 재료 특성 및 적정 복토에 관한 연구)

  • Kim, Soo Lo;Park, Jay Hyun;Lee, Jin Soo;Yang, In Jae
    • Economic and Environmental Geology
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    • v.53 no.3
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    • pp.287-296
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    • 2020
  • Mine Reclamation Project is being carried out with the aim of ensuring a sustainable green living and helping to develop eco-friendly mines by analyzing, removing and preventing the harmful factors. Mines developed during the japanese colonial period and mining boom period are still not repaired throughout the country, and from these scattered risks, public safety is worth pursuing as a top priority. The project that is close to public safety in the mine recalmation project is an emergency treatment, and the most widely used method is a filling method similar to the ground subsidence prevention. If dangerous mine cavity or tunnels are located in the mountains, charging with existing materials may not be possible, or unreasonable cases may occur, and new methods of technological development are required. Emergency actions should be carried out safely and efficiently to prevent the loss of precious people's lives on the hiking paths adjacent to dangerous mining sites. In these field conditions, urethane foam materials may be an alternative. In this study, the applicability of urethane foam materials in mining was reviewed through overseas cases. It was also tested on the appropriate depth of top soil for the protection of urethane foam materials through forest fire simulation test. The test result show that approximately 15cm of soil covering (recommended 20cm over) was suitable for maintaining the function of foam materials from forest fires.

Stability Analysis of High Speed Railway Tunnel Passing Through the Abandoned Mine Area (폐광지역을 통과하는 고속철도터널의 안정성 평가)

  • 장명환;양형식;정소걸
    • Proceedings of the Korean Society for Rock Mechanics Conference
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    • 2000.09a
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    • pp.147-154
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    • 2000
  • The influence of the mined-out caves on the stability of the high speed railway tunnel was investigated with a series of geological logging and in-situ tests on the one hand, and with the rock mass classification using the multiple regression analysis on the other hand. The rock mass in this area can be classified as 'fair', and the condition of the discontinuities plays the most important role in the classification of the rock mass. The results of the analysis obtained by the FLAC showed that the western part of the tunnel locating at 50m above the mine cavities could be affected by subsidence associated with a considerable deformation, the magnitude of which might depend on the properties of the rock mass. Key word : multi regression analysis, subsidence, mine cavities

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A Study on Stability Analysis of Large Underground Limestone Openings considering Excavation Damaged Zone (굴착손상영역을 고려한 대형 석회석 갱내채광장의 안정성 분석 연구)

  • Kwon, Min-Hyuk;Choi, Sung-Oong;Kim, Chang-Oh
    • Tunnel and Underground Space
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    • v.26 no.2
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    • pp.131-142
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    • 2016
  • Investigation for rock joints, inspection for rock core, and laboratory tests for rock specimens, in this study, have been performed for identification of the extent and properties of Excavation Damaged Zone in a underground limestone mine, which plans to enlarge the size of openings to improve the production rate. Properties of EDZ and surrounding rock masses have been used numerically for discontinuum analysis, and it is concluded that the effect of EDZ can be increased with increasing the opening size and a blasting pattern of high precision can be suggested for the counterplan.

Stability Analysis of Mine Drift for Explosive Welding (폭발압접에 대한 갱도의 안정성 분석)

  • Yang, Hyung-Sik;Jang, Myoung-Hwan;Jang, Hyong-Doo
    • Explosives and Blasting
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    • v.28 no.1
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    • pp.55-62
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    • 2010
  • Explosive welding was planed in a closed drift of a mine for its reuse. In this study, we analyzed the stabilization of roof and pillar which were expected to be affected by overpressure experienced during the continual explosive welding. Three equations, normal equation, CONWEP and DDESB, were used for the estimation of overpressure. The investigation shows that the continual use of the explosive welding in a drift may result in considerable damage on the drift.

Soil Physical and Chemical Properties of Kaolinite Opencast Mines and Adjacent Red Pine Forests in Sancheong-gun (산청군 고령토(백토) 노천 광산 채굴지와 인접 소나무 임분의 토양 물리·화학적 성질)

  • Kim, Kyung Tae;Baek, Gyeongwon;Choi, Byeonggil;Ha, Jiseok;Kim, Choonsig
    • Journal of Korean Society of Forest Science
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    • v.109 no.4
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    • pp.382-389
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    • 2020
  • Soil properties in opencast mines are a key factor in reclamation (revegetation) of mining areas. In this study we determined the soil physical and chemical properties of kaolinite tailings, reclaimed areas, and adjacent natural red pine (Pinus densiflora S. et Z.) forests in kaolinite opencast mines in Sancheong-gun, Gyeongsangnam-do. Six sites were chosen for collection of soil samples to determine soil physical and chemical properties at a soil depth of 10 cm. Soil bulk density was significantly higher (P < 0.05) in the kaolinite tailings (1.51 g·cm-3) than in the reclaimed areas (1.19 g·cm-3) and red pine forests (0.93 g·cm-3), whereas air phase in the kaolinite tailings (14.2%) was significantly lower than in the red pine forests (32.6%). Clay content in the red pine forests was significantly higher than in the reclaimed areas (18.7%) or kaolinite tailings (14.8%), whereas soil structural stability index was significantly lower in the reclaimed areas (1.61%) and kaolinite tailings (0.87%) than in the red pine forests (7.75%). Soil pH was significantly higher in the kaolinite tailings (pH 6.68) and reclaimed areas (pH 6.27) than in the red pine forests (pH 5.31). Soil organic carbon and total nitrogen were significantly higher in the red pine forests (C: 36.03 mg·g-1; N: 2.08 mg·g-1) than in the reclaimed areas (C: 5.00 mg·g-1; N: 0.31 mg·g-1) than in the kaolinite tailings (C: 2.12 mg·g-1; N: 0.07 mg g-1). The amount of available phosphorus was not significantly different among the three treatments. The concentration of exchangeable potassium was significantly lower in the kaolinite tailings (0.08 cmolc·kg-1) than in the reclaimed areas (0.21 cmolc·kg-1) and red pine forests (0.30 cmolc·kg-1). These results indicate that, because of high soil bulk density and low soil organic carbon, total nitrogen, available phosphorus, and exchangeable potassium in kaolinite tailings and reclaimed mining areas, soil nutrient management is needed in order to reclaim the vegetation in these type of areas.

폐탄광 복원에 대향 조사, 평가 및 복구 설계

  • 최정찬
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2002.11a
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    • pp.3-21
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    • 2002
  • 국내의 휴ㆍ폐탄광 수는 2002년 현재 230여 개에 이르고 있다. 이에 따라 갱도, 폐석적치장 및 광산 시설물들은 방치상태로 남게 되며 광해의 주요인자가 되고 있다. 광해현상은 이들로부터 유출되는 산성광산배수(Acid Mine Drainage : AMD), 폐석 및 오염토양의 유실 및 하류부 퇴적, 채굴적 상부 및 인접지역의 지반침하 등이다. AMD는 pH가 6.0 미만이고 총산도(total acidity)가 총알카리도(total alkalinity)를 초과하는 물로서 노천광이 가행되었던 지역, 가행중이거나 휴광 또는 폐광된 광산에서 유출된다. 또한 도로사면 절개부나 지하철 터널에서도 황철석(pyrite)이나 백철석(marcasite)등을 함유하는 층이 공기 중에 노출되면 산성수가 침출되어 나오기도 한다. AMD에 의한 하천수의 오염이 매우 극심하여 때로는 미생물마저도 그 속에 살 수 없게 된다. AMD에 의해 오염된 하천수의 오염범위는 산성수의 양, 농도, 하천에 유입되는 산성수의 분포, 상류에서 흘러드는 오염되지 않은 물의 양, 지류에서 유입되는 물의 양에 따라 좌우된다. AMD 오염이 문제시되고 있는 나라는 미국을 포함하여 호주, 일본, 한국, 러시아, 남아연방 등이다. AMD를 처리하기 위해 여러 기술이 도입 적용되었으며 일부 기술들은 현재도 사용되고 있다. 각 기술마다 일장일단이 있으므로 경비의 과다, 유지 및 관리에 대한 지속성 여부, 공간의 확보 여부, 지역적 특수성에 맞춰 가장 적합한 방법을 채택하여야 하며 꾸준히 채택한 기술의 개량 및 새로운 기술의 첨가가 요구되고 있다. 따라서, AMD 오염지대에 대해 획일적으로 같은 처리방법을 채택하여 사용하는 것보다 각 지역 또는 AMD가 유출되어 나오는 광산폐기물의 특성 등을 고려하여 거기에 맞는 기술들을 복합적으로 또는 단독으로 사용하되 처리방법 채택 시 신중을 기할 것이 요망된다. 우리나라에서도 폐탄광을 복원하기 위하여 여러 시도가 있었으나 시간적, 경제적으로 충분히 고려하지 않아 시행착오을 범하고 있다. 따라서, 복원 대상광산에 대한 실제적인 조사, 평가 및 복구설계의 과정을 예로 들어 적절한 처리과정을 토의하고자 한다.

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An Overview of Coal Mine Drainage Treatment (석탄광의 광산배수처리기술 현황 및 전망)

  • 정영욱
    • Economic and Environmental Geology
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    • v.37 no.1
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    • pp.107-111
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    • 2004
  • This study was undertaken to summarize of the efficiencies of the passive treatment system and suggest future studies for the solution of mine drainage problem. Flow rates of mine drainage from the abandoned coal mines are about 80,000 ton/day. Contaminated mine drainages over about 50 ton/day of flow rate were treated by passive treatment facilities such as Successive Alkalinity Producing Systems(SAPS), oxidation pond and oxic wetland. Chemical analysis for 13 passive coal mine treatment facilities showed that SAPS was the core of treatment facilities because the variation of Fe removal rates was relatively smaller than any other processes and re-leaching of Fe was not measured. The performance and life of SAPS depended on decrease in permeability and retention time due to accumulation of sludge. It is inferred that upgrade of design of the passive treatment system and in-situ treatment using underground void will be necessary for the amelioration of the mine drainage with high metal loading rates.

A Numerical Study for Ground Stability Assessment in ○○Mine (○○광산의 지반 안정성 평가를 위한 수치해석적 연구)

  • Son, Min;Moon, Hyun-Koo
    • Tunnel and Underground Space
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    • v.26 no.6
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    • pp.484-492
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    • 2016
  • This study is the numerical analysis for the ground stability assessment in ${\bigcirc}{\bigcirc}$mine. The subsidence factors applied to the numerical analysis were as follows. First, the deterioration of the rock mass properties by excavation of the disturbed zone. Second, using the average lateral pressure coefficient of Korea. Third, a study of the mine history. Fourth, the excavating collapsed rock mass in numerical analysis based on the assumption that the rock mass around the goaf was collapsed due to the mining. The developed methods were applied to the cross section (5+10) of the actual subsidence in ${\bigcirc}{\bigcirc}$mine. The feasibility of the numerical analysis methods was confirmed by providing the same results as those of the actual subsidence. Next, the developed methods were applied to the cross section (3+10) that had a high probability of subsidence and the ground stability was evaluated. The analysis results show that the vertical displacement for the 5+10 cross section occurs at a maximum of 46 mm, whereas the analysis results show that the vertical displacement for the 3+10 cross section occurs at a maximum of 7 mm. Hence, it is concluded that the probability for subsidence is low.

A Study on the Evaluation Method of Subsidence Hazard by a Diffusion Equation and its Application (확산방정식을 이용한 침하 위험도 평가 기법 및 그 적용)

  • Ryu, Dong-Woo;Synn, Joong-Ho;Song, Won-Kyong;Kim, Taek-Kon;Park, Joon-Young
    • Tunnel and Underground Space
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    • v.17 no.5
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    • pp.372-380
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    • 2007
  • Surface damage due to subsidence is an inevitable consequence of underground mining, which may be immediate or delayed for many years. The surface damage due to abandoned underground mine is observed to be two subsidence types such as simple sinkhole or trough formation to a large scale sliding of the ground from with in the subsided area. An evaluation of the risk of a subsidence occurrence is vital in the areas affected by mining subsidence. For a subsidence prediction or a risk evaluation, there has been used various methods using empirical models, profile functions, influence functions and numerical models. In this study, a simple but efficient evaluation method of subsidence hazard is suggested, which is based on a diffusion theory and uses just information about geometry of caving and topography. The diffusion model has an analogous relationship with granular model which can explain a mechanism of subsidence. The diffusion model is applied for the evaluation of subsidence hazard in abandoned metal and coal mines. The model is found to be a simple but efficient tool because it needs information of geometry of caving and gangway and the topography.

Survey and Numerical Analysis Cases of Ground Subsidence by Mine Goaf (광산 채굴적으로 인한 지반침하 조사 및 해석 사례)

  • Hyun-Bae Park;Seong-Woo Moon;Sejeong Ju;Jeungeum Lee;Yong-Seok Seo
    • The Journal of Engineering Geology
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    • v.34 no.1
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    • pp.1-12
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    • 2024
  • South Korea's mining industry was actively developed until 1980, but subsequent declining profitability forced many mines to close. Most of the abandoned mines are susceptible to persistent subsidence because of the length of time since mining ceased. Accurate prediction of the locations and times of subsidence is difficult; therefore, this study aims to apply continuum analysis to past cases of subsidence to establish a method of predicting the location and magnitude of future subsidence. The study area is an area of ○○ mining located between the Yangsan fault zone and the Moryang fault zone, in which three subsidence events occurred between 2005 and 2009. Drilling surveys and electrical resistivity surveys were performed at subsidence sites determined the distribution of strata, and through laboratory tests obtained the physico-mechanical properties of the rock. Numerical analysis of the results found that the plastic status area includes the areas of actual subsidence and that continuum analysis can also be used to predict the location and magnitude of subsidence caused by mine goaf.