• Journal of the Korean Geotechnical Society
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• v.22 no.6
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• pp.71-82
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• 2006

One of the most popular pre-reinforcement methods of tunnel heading in cohesionless soils would be the fore-polling of grouted pipes, known as RPUM (reinforced protective umbrella method) or UAM (umbrella arch method). This technique allows safe excavation even in poor ground conditions by creating longitudinal arch parallel to the tunnel axis as the tunnel advances. Some previous studies on the reinforcing effects have been performed using numerical methods and/or laboratory-based small scale model tests. The complexity of boundary conditions imposes difficulties in representing the tunnelling procedure in laboratory tests and theoretical approaches. Full-scale study to identify reinforcing effects of the tunnel heading has rarely been carried out so far. In this study, a large scale model testing for a tunnel in granular soils was performed. Reinforcing patterns considered are four cases, Non-Reinforced, Crown-Reinforced, Crown & Face-Reinforced, and Face-Reinforced. The behavior of ground and pipes as reinforcing member were fully measured as the surcharge pressure applied. The influences of reinforcing pattern, pipe length, and face reinforcement were investigated in terms of stress and displacement. It is revealed that only the Face-Reinforced has decreased sufficiently both vertical settlement in tunnel heading and horizontal displacement on the face. Vertical stresses along the tunnel axis were concentrated in tunnel heading from the test results, so the heading should be reinforced before tunnel advancing. Most of maximum axial forces and bending moments for Crown-reinforced were measured at 0.75D from the face. Also it should be recommended that the minimum length of the pipe is more than l.0D for crown reinforcement.

• Economic and Environmental Geology
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• v.54 no.6
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• pp.689-698
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• 2021

Since the mine reclamation scheme was implemented from 2007 in Korea, various remediation programs have been decontaminated the pollution associated with mining and 254 mines were managed to reclamation from 2011 to 2015. However, as the total amount of contaminated mine drainage has been increased due to the discovery of potential hazards and contaminated zone, more efficient and economical treatment technology is required. Therefore, in this study, the adsorption properties of arsenic was evaluated according to the adsorbents which were derived from water treatment sludge(Alum based adsorbent, ABA-500) and granular ferric hydroxide(GFH), already commercialized. The alum sludge and GFH adsorbents consisted of aluminum, silica materials and amorphous iron hydroxide, respectively. The point of zero charge of ABA-500 and GFH were 5.27 and 6.72, respectively. The result of the analysis of BET revealed that the specific surface area of GFH(257 m²·g^-1) was larger than ABA-500(126~136 m²·g^-1) and all the adsorbents were mesoporous materials inferred from N₂ adsorption-desorption isotherm. The adsorption capacity of adsorbents was compared with the batch experiments that were performed at different reaction times, pH, temperature and initial concentrations of arsenic. As a result of kinetic study, it was confirmed that arsenic was adsorbed rapidly in the order of GFH, ABA-500(granule) and ABA-500(3mm). The adsorption kinetics were fitted to the pseudo-second-order kinetic model for all three adsorbents. The amount of adsorbed arsenic was increased with low pH and high temperature regardless of adsorbents. When the adsorbents reacted at different initial concentrations of arsenic in an hour, ABA-500(granule) and GFH could remove the arsenic below the standard of drinking water if the concentration was below 0.2 mg·g^-1 and 1 mg·g^-1, respectively. The results suggested that the ABA-500(granule), a low-cost adsorbent, had the potential to field application at low contaminated mine drainage.

• Journal of radiological science and technology
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• v.27 no.2
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• pp.29-33
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• 2004

Until early 1980s we have lived without thinking that radon ruins our health. But, scientists knew truth that radon radioactive danger is bedeviling on indoor that we live for a long time. Specially, interest about effect that get in danger and injury for Radon and human body is inactive in our country. Recently, with awareness for Radon contamination, We inform about importance and danger of Radon in some station of the Seoul subway, indoor air of school facilities and We had interest with measure and manages. Usually, Radon gas emitted in base of building enters into indoor through building floor split windage back among radon or indoor air of radon daughter nucleus contamination is increased. Therefore, indoor radon concentration rises as there are a lot of windages between number pipe of top and bottom and base that enter crack from estrangement of the done building floor, underground to indoor. Thus, Radon enters into indoor through architecture resources water as well as, kitchen natural gas for choice etc., but more than about 85% from earth's crust emit. Danger and injury of health by Radon and Radon daughter nucleus that is indicated for cause of lung cancer incerases content of uranium of soil rises specially from inside pit of High area and a mine, cave, hermetical space with house. Safe sub-officer of radon concentration can not know and danger always exists large or small during. So, Important thing reduces danger of lung cancer by lowering concentration of Radon within house and building. Therefore, is thought that need general house Radon concentration measurement, measured Radon concentration monthly using Sintillator radon monitor. Study finding appeared high all underground market 1 year than the ground, and the winter appeared high than the summer. Specially, month that pass over 4pCi in house that United States Environmental Protection Agency advises appeared in underground, and appeared and know Radon exposure gravity by 4 months during 12 months. Therefore, Thinking that establishment and regulation of norm and preparation of reduction countermeasure about Radon are pressing feels, and inform result that measure Radon concentration.

• Economic and Environmental Geology
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• v.51 no.6
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• pp.473-483
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• 2018

Green-blue coloured supergene minerals are covering host rocks along the gallery wall in the Gukjeon mine, a lead - zinc skarn deposit located in Miryang, Gyeongsangnam-do. These minerals have been described as azurite or malachite, but recent study recognized that the green minerals are devilline and blue minerals are Cu-Zn hydrated sulfates, but exact identification and detailed mineral characteristics are also not well known. In this study, we divide green-blue minerals into five groups (GJG) according to their external features and conducted XRD and SEM analyzes in order to identify mineral name and clarify the mineralogical characteristics. GJG-1, a bright bluish green group, consists of brochantite and quartz and GJG-2, a pale green colour with easily crumbly, of schulenbergite and a small amount of gypsum. Although pale blue GJG-3 and glassy lustrous bluish green GJG-4 have the same mineral assemblages with serpierite and gypsum in spite of different colour and luster, gypsum content may control the physical properties. GJG-5 with a gel phase mixture of pale blue and dark blue mineral is comprised of hydrowoodwardite, glaucocerinite, bechererite, serpierite and gypsum. The six green-blue minerals from the Gukjeon mine could be classified by Cu:Zn ratio, (Si + Al) content, Si:Al ratio, and Ca content. The physico-chemical environment of mineral formation is considered to be controlled by the geochemical factors in the surrounding fluid, and it looks forward that the accurate formation environment will be revealed through additional research. This paper gives greater mineralogical significance in the first report of several hydrated sulfate such as serpierite, glaucocerinite and bechererite in Korea. It has also rarely been reported the occurrence of several Cu-Zn hydrated sulfate in the same deposit in the world.

• Economic and Environmental Geology
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• v.20 no.4
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• pp.273-288
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• 1987

연화(蓮花) 연(鉛) 아연광산(亞鉛鑛山)은 광체(鑛體)의 분포(分布)에 따라 본산지구(本山地區), 동점지구(銅店地區) 및 태백지구(太白地區)로 구분할 수 있다. 태백지구(太白地區)에 대한 본격적인 탐광(探鑛)이 시작되기 전인 1981년 당시, 약 25년 동안 채광작업(採鑛作業)이 진행되어 온 본산지역(本山地域)은 주종광체(主宗鑛體)인 월암(月岩) 및 남산광체(南山鑛體)가 -600m level에서 하한(下限)이 드러남에 따라 광량(鑛量)이 크게 소진(消盡)된 상태였으며, 동점지성(銅店地城)은 상하(上下)의 광황변화(鑛況變化)는 크지 않으나 광체(鑛體)의 규모(規模)가 비교적 작아, 조업(操業)의 안정(安定)을 위해서는 신광화대(新鑛化帶)의 개발(開發)이 시급(時急)한 과제(課題)로 대두되었다. 이에 따라 평천(平川), 태백(太白), 동점역(銅店驛), 방터골, 삼방산광화대(三芳山鑛化帶) 등 연화(蓮花) 전역(全域)에 걸쳐 모암(母岩)의 분포(分布), 지질구조(地質構造), 광징(鑛徵) 등을 검토한 결과 탐광대상(探鑛對象)에서 제외되어 왔던 태백지구(太白地區)가 다음과 같은 점에서 유망(有望)한 탐사후보지(探査候補地)로 부각되었다. 첫째, 지표(地表)에서는 풍촌석회암층(豊村石灰岩層)이 분포(分布)되지 않으나 지질구조(地質構造)를 검토한 결과 -300m level 하부(下部)에서는 이의 전층(全層)이 분포(分布)할 것으로 예상되며, 둘째, 두무동층(斗務洞層) 및 동점규암층내(銅店珪岩層內)에서 발견된 광징(鑛徵)들이 하부(下部)의 풍촌석회암내(豊村石灰岩內)로 연장(延長)되면 부광부(富鑛部)를 이룰 것으로 기대되고, 셋째, 지층(地層)의 경사(傾斜)가 $50^{\circ}$ 이상(以上)인 점, 석영반암(石英斑岩)이 분포(分布)하는 점 등은 광상배태(鑛床胚胎)에 양호(良好)한 조건(條件)이고, 넷째, 본산지구(本山地區)의 월곡(月谷), 월암(月岩), 남산(南山)등 주종광화대(主宗鑛化帶)의 연장부(延長部)인 점, 다섯째, 중앙견갱(中央堅坑)으로부터 약 2km 거리로 탐사단계(探査段階)에 별도의 신규투자(新規投資) 없이 굴진(掘進)이 가능하다는 개발조건상(開發條件上)의 이점(利點)이 있었다. 이에 따라 태백지구(太白地區)에 대한 지표정사(地表精査), 물리탐사(物理探査) 및 지화탐(地化探)을 실시하고, 20여년간 축적된 연화광산(蓮花鑛山)의 지질(地質), 광상자료(鑛床資料)를 정리(整理), 그 특성(特性)을 태백지구(太白地區) 탐사(探査)의 가설(假說)로 적용하여 시추계획(試錐計劃)을 수립, 1982년 구조시추(構造試錐)를 실시한 결과 지질구조(地質構造), 풍촌석회암층(豊村石灰岩層)의 분포(分布) 등이 거의 예상했던 대로 밝혀졌으며 태백(太白) 1호광체(號鑛體)의 일단(一端)이 확인되기에 이르렀다. 1983년(年) 7월(月) 본산지구(本山地區) -600m level에서 태백(太白) 크로스 탐광굴진(探鑛掘進)이 착수되었으며, 1985년에 마침내 갱내(坑內)에서 태백(太白) 1호(號), 2호(號) 광체(鑛體)가 착광(着鑛)되었다. -600m level에서의 태백(太白) 1호광체(號鑛體)의 규모(規模)는 연장(延長) 300m, 평균맥폭(平均脈幅) 8.5m이며, 품위(品位)는 Pb 4.5%, Zn 4.5%, Ag 109g/t이다. 태백광화대(太白鑛化帶)의 지질학적(地質學的) 예상광량(豫想鑛量)은 1,000만(萬)t 이상(以上)이 될 것으로 추정(推定)되며, 현재 -480m level에서 -720m level에 이르기까지 5개 level에서 가행(稼行)되고 있다. 현재 level에서 태백(太白) 1호(號) 광체(鑛體)는 풍촌석회암층(豊村石灰岩層) 및 화절층(花折層)을 모암(母岩)으로 하여 맥상광상(脈狀鑛床)으로 생산(生産)되며, 맥석광물(脈石鑛物)은 능망간석, Mn-방해석(方解石), 방해석(方解石), 석영(石英) 등이고 광석광물(鑛石鑛物)은 섬아연석(閃亞鉛石), 방연석(方鉛石), 황철석(黃鐵石), 자유철석(磁硫鐵石), 유비광석(硫砒鑛石), 황동석(黃銅石), 사면동석(四面銅石), 엘렉트럼 등이다. 태백지구(太自地區)는 광상(鑛床)의 산출상태(産出狀態) 및 지질(地質), 광상학적(鑛床學的) 환경(環境)이 본산지구(本山地區)와 거의 동일(同一)함이 밝혀지고 있다. 태백지구(太白地區)에서는 현재 태백(太白) 1호(號), 2호(號), 3호(號), 5호(號) 및 절골 1호(號), 2호(號) 등 6개 광화대(鑛化帶)에 대한 탐광(探鑛)이 진행되고 있다.