• Title/Summary/Keyword: 자연암반형

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Current Status of the YMP in the United States (미국 Yucca Mountain Project 현황)

  • 황용수;박진백;강철형;황주호;김상국
    • Tunnel and Underground Space
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    • v.12 no.2
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    • pp.71-83
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    • 2002
  • 본 기술보고에서는 미국의 고준위 방사성폐기물 발생 현황 및 최근 에너지성 장관의 최종 추천을 받는 등 활발하게 진행되고 있는 미국 유카산 고준위 방사성폐기물 처분장 후보 부지 선정 과정 및 조사 연구 현황을 요약하였다. 본 기술보고에 요약한 바와 같이 유카산 프로젝트의 자연 환경은 우리 나라와는 매우 상이하다. 그러나 세계 원자력 계에서의 미국의 영향력을 고려할 때 유카산 프로젝트의 성공은 2001년 핀란드 올킬루오토(Olkiluoto) 처분 부지 확보와 함께 원자력 계의 오랜 숙원이었던 고준위 방사성폐기물 처분을 실현시킴으로서 향후 원자력 에너지 사용의 증대와 함께 심부 지질에 대한 이해를 증진시키는데 크게 기여할 것이다.

Geophysical study on the summit of the Dokdo volcano (독도화산체 정상부에 대한 지구물리학적 조사 연구)

  • Kim, Chang-Hwan;Jeong, Eui-Young;Park, Chan-Hong;Jou, Hyeong-Tae;Lee, Seung-Hoon;Kim, Ho
    • 한국지구물리탐사학회:학술대회논문집
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    • 2008.10a
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    • pp.207-212
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    • 2008
  • Bathymetry, side scan sonar, and magnetic survey data for the summit area of Dokdo obtained by Korea Ocean Research & Development Institute in 1999, 2004, and 2007 were analyzed to investigate the geophysical characteristics of the summit. Bathymetry and topographic data for the summit of Dokdo show uneven seabed and irregular undulations from costal line to -90 m in water depth, indicating the effects of partial erosions and taluses. The stepped slope in the bathymetry is supposed to be a coastal terrace suggesting repetition of transgressions and regressions in the Quaternary. The bathymetry and the side scan sonar data show a small crater, assumed to be formed by post volcanisms, at depth of $-100\;{\sim}\;-120\;m$ in the northeastern and the northwestern parts of the survey area. Except some areas with shallow sand sedimentary deposits, there are rocky seafloor and lack of sediments in the side scan sonar images of the survey area, dominantly. The analytic signal of the magnetic anomaly coincides with other geophysical results regarding to the location of the residual crater. The geophysical constraints of the summit of Dokdo propose that the islets and the rocky seabed elongated northeastward and northwestward from the islets might be the southern crater of the Dokdo volcano.

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강변여과수 개발을 위한 낙동강 충적층 지하수의 지구화학적 특성연구

  • 김건영;고용권;배대석;김경수;김형수
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2002.09a
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    • pp.339-342
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    • 2002
  • 지하수의 인공함양특성을 해석하기 위한 기초조사로서 대구 낙동강변의 강변여과수 개발지역인 충적층내에 부존하는 자연수의 지구화학적 특성을 살펴보았다. 특히 관측공 중 한 공에는 다중패커시스템 (Multi-packer system)을 설치하여 보다 체계적인 심도별 변화를 살펴보았다. 전체적으로 시추공 및 지표수에 대한 현장측정자료는 시기별로 큰 차이를 보이지 않지만 EC값의 경우 장기양수시험이 시작된 시기부터 급격히 낮아지는 경향을 보인다. 연구지역의 자연수는 Ca-HCO$_3$형에서부터 Ca-SO$_4$형에 속하며 특히 미량원소로서 Mn의 함량이 매우 높게 나타나고 있다. 인위적 오염의 지표인 NO$_3$함량은 현재 양수정에서 ~10mg/L 정도의 함량을 보이고 있으며 이밖에 다중패커가 설치된 관측공의 경우 최상부 (6m)에서 ~40mg/L의 높은 함량을 보여준다. 다중패커시스템에 의해 채취된 시료에 대해 심도에 따른 변화를 살려보면 Na, Ca, Mg, HCO$_3$의 함량이 심도에 따라 증가하고 있고, 음이온 중 Cl과 SO$_4$의 경우는 맨 하부구간일 18m에서 채취된 시료들이 시료채취시기와 관계없이 매우 낮은 값을 보인다. 미량원소의 경우 문제가 되는 Mn은 시료채취시기와 관계없이 중간구간인 13.5m구간에서 특히 많은 함량을 보이고 있다. 따라서 강변 여과수로 개발하기 위한 장기양수시험에 있어서 높은 Mn 및 NO$_3$함량에 대한 보다 체계적인 연구와 충적층을 구성하고 있는 모래층, 자갈층, 암반층에 대한 추가 연구가 필요한 것으로 판단된다.

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Mechanical Behavior of Tunnel Portal in Horizontal Arch Slope (수평 아치형 터널 갱구부 비탈면의 역학적 거동)

  • Yang, Mun-Sang;Lee, Sang-Duk
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.2 no.2
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    • pp.50-61
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    • 2000
  • The ground around the portal of a tunnel is the most typical part showing the 3-dimensional mechanical behavior in the tunnel. The portal slope is constructed at the weathered soft rock-mass, and remains as a potential sliding mass. The slope failure around the tunnel portal may happen drastically and induce the great disaster; hence, for the permanent stability several special techniques are required. To solve this problem, the ground around the tunnel portal may be excavated in the arch shape to develop the arching effect in horizontal direction. With the arch-type portal slope, one can reduce considerably the excavation mass and the damage of environments. This approach has not been attempted yet due to the lack of understanding and the well-defined analyzing method, so the retaining wall type portal is more universal. The 3-dimensional finite element analyses were carried out to prove that the arch type is more advantageous in safety and cost than the right angle type. The influence of the tunnel construction sequence and the strength of the rock-mass on the slope stability was investigated by focusing on the maximum shear strain in the slope, and the yield zone at the tunnel face.

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Geomorphology and Geology of Mt. Deok on Bigeum Island, Shinan, Korea (신안 비금도 덕산의 지형 및 지질)

  • Chung, Chull-Hwan;Kim, Cheong-Bin
    • Journal of the Korean earth science society
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    • v.38 no.7
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    • pp.552-560
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    • 2017
  • This study investigates the development process of Mt. Deok on Bigeum Island, Shinan, on the basis of geomorphological and geological analyses. K-Ar dating was carried out on two samples of the acidic lapilli tuff developed in the study area, and the obtained K-Ar ages are $70.4{\pm}1.4$ and $76.9{\pm}1.5Ma$, which correspond to the Late Cretaceous (Campanian). Mt. Deok is surrounded by rock cliff, and various weathering microtopographic features, such as tafoni, tor and gnamma, are developed. Tafoni with diverse morphologic types is the most dominant feature, indicative of intense salt weathering. Geological characteristics such as porous tuff and joint have played an important role in the development of tafoni and rock cliff. Geomorphology and geology of Mt. Deok reflect paleoenvironmental change and interaction between human and nature in the coastal area.

Design Factors for the Ventilation System of a Networked Double-deck Tunnel (네트워크형 복층 터널 환기 시스템 설계 인자)

  • Park, Sang Hoon;Lee, Seung Jun;Park, Yo Han;Kim, Se Min;Roh, Jang Hoon;Yoo, Yong Ho;Kim, Jin
    • Tunnel and Underground Space
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    • v.26 no.1
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    • pp.32-45
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    • 2016
  • For effective utilization of downtown area, many studies about underground have been performed around the world, and double-deck tunnel have being operated in USA, Europe and China, etc. (A86 East Duplex in France, M30 tunnel project in Spain, SR-99 in seattle, USA, Yangtze river tunnel in China) In Korea, the research about network type double-deck tunnel in deep underground space is in progress to solve the traffic jam and secure the ground space. In this study, a number of factors required for double-deck tunnel in deep underground are analyzed through the existing ventilation design outline and unique ventilation design factors for network type double-deck tunnel are established by reviewing design cases of overseas double-deck tunnel.

A Study on the Landscape Characteristics of Byeolseo in Gyeongnam Province (경남지방 별서의 경관적 특징에 관한 연구)

  • Ahn, Gye-Bog;Oh, Tae-Ho
    • Journal of the Korean Institute of Traditional Landscape Architecture
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    • v.28 no.4
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    • pp.28-35
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    • 2010
  • 'Byeolseo(別墅)' means a kind of building that is built where is separated from main house. From the results of our field investigation, we could see that every type of the Jungja(亭子) a kind of Byeolseo-building in Gyoungnam Province. And the types of building plan found are center-focused room, eccentric room, seperated room, and the one without room. And also, we could find that the most representative location type of Byeolseo is on the hill where the cliff is on the riverside. That is, both waterscape and rockscape play an important role in the composition of landscape treatment of Byeolseo in Gyoungnam Province. In waterscape, "waterfall+swamp+fast-flowing stream" structure which is connected with river or mountain stream is found prominently, and in the case of rockscape, bedrocks, boulders, and Dae(臺) that are present in nature are used prevalently rather than an artificial hill or disposing rocks on purpose. Treating and disposing landscape of Byeolseo in Gyoungnam Province, the perspective view(average perspective distance is 5.6km) and several axes of view are used.

Microscopic Characteristics of the Olfactory Organ in the Gluttonous Goby Chaenogobius gulosus(Pisces, Gobiidae), Compared to Sympatric Intertidal Gobies (별망둑 the gluttonous goby Chaenogobius gulosus 후각기관의 해부, 조직학적 특성 및 동소 망둑어과 출현종들과의 비교연구)

  • Kim, Hyun Tae;Park, Jong Young
    • Korean Journal of Ichthyology
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    • v.33 no.1
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    • pp.1-7
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    • 2021
  • Using stereo, light, and scanning electron microscopes, we researched the anatomical and histological structure of Chaenogobius gulosus's olfactory organ and compared it to those of sympatric gobies Luciogobius guttatus and Favonigobius gymnauchen. Results revealed the following common characteristics: i) tubular anterior nostril (AN) and flat posterior nostril (PN), ii) a single longitudinal lamella, iii) two accessory nasal sacs (ANS, ethmoidal and lacrimal), iv) abundant sensory epithelium lymphatic cells (LC), v) an eosinophil cell, and vi) a ciliary length a quarter of the knob diameter in the olfactory receptor neuron (ORN). Some characteristics are specific to C. gulosus and different from the other two gobies: i) 0.5~1.0 mm AN and 0.2~0.5 mm PN (vs. 0.2~0.3 mm and 0.2~0.3 mm in L. guttatus; 0.2~0.4 mm and 0.1~0.3 mm in F. gymnauchen), ii) two ANS (vs. absence in L. guttatus; two in F. gymnauchen), iii) abundant LC (vs. low in L. guttatus and F. gymnauchen), iv) low density non-sensory cilia on the lamellar surface (vs. high in L. guttatus; low in F. gymnauchen), and v) a quarter ciliary length to knob diameter ratio in the ORN (vs. mixture of a quarter to equal ratio in L. guttatus; two or three times in F. gymnauchen). From these results, we confirmed the C. gulosus olfactory organ has adapted anatomically and histologically to the sand-rock tidal zone.

Study on Structural Stability Analysis of Excavation Stage Considering Excavation Process and Supporting Materials in Room-and-Pillar Underground Space (격자형 지하공간에서 굴착 공정과 지보재를 고려한 굴착 단계별 구조 안정성 해석 연구)

  • Soon-Wook, Choi;Soo-Ho, Chang;Tae-Ho, Kang;Chulho, Lee
    • Journal of the Korean Geosynthetics Society
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    • v.21 no.4
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    • pp.21-29
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    • 2022
  • The room-and-pillar method or grid-type underground space is a method of forming a space by excavating the excavation part at regular intervals so that it is orthogonal and using natural rock mass as a structure. Such excavation may appear different in size from the excavation stage where the maximum displacement occurs depending on the excavation direction and sequence. In this study, considering the installation of support materials such as shotcrete and rock bolts for the optimal design of the excavation process, the safety and constructability of the design and construction of the grid-type underground space under specific ground conditions were analytically reviewed. The ground conditions were set using an numerical method, and the stress at pillar and displacement at center of room were considered for each excavation stage and construction type under a constant surcharge. The height of the space was 8m, which was set higher than the size of a general office, and was reviewed in consideration of equipment and plant facilities. In addition, the degree of displacement control according to the installation of support materials was reviewed in consideration of shotcrete and rock bolts.

Status and Trend of Foreign Underground Data Centers (해외 지하 데이터센터의 현황과 동향 분석)

  • Lee, Chulho;Choi, Soon-Wook;Kang, Tae-Ho;Chang, Soo-Ho
    • Tunnel and Underground Space
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    • v.29 no.1
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    • pp.52-63
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    • 2019
  • It is highly in demand to establish a bunker-type underground data center to ensure the safety of national critical data, such as financial information and medical information, and prevent those outflow of national important data. In particular, the security of a data center which is a key national structure has become a social issue due to EMP weapon and earthquakes, but data centers in the nation have not been able to deal with it properly. Therefore, it is necessary to develop an underground data center that is safe from human-induced and natural disasters while reducing power costs by utilizing the benefits of underground spaces such as constant temperature and isolation. In this analysis, the status and trends of data centers around the world were analyzed and based on those trend analyses, the research strategy for underground data center were discussed.