• Magazine of korean Tunnelling and Underground Space Association
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• v.2 no.3
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• pp.65-73
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• 2000

• Magazine of korean Tunnelling and Underground Space Association
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• v.8 no.3
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• pp.50-59
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• 2006

• Journal of the Korean Geophysical Society
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• v.5 no.2
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• pp.75-86
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• 2002

A TSP(Tunnel Seismic Prediction) survey which is modified VSP(Vertical Seismic Profiling) survey applied in tunnel was carried out at Pyongtaek and Incheon liquefied petroleum gas(LPG) storage cavern during excavation. The TSP survey in Pyongtaek LPG storage cavern which is located below Namyangho was performed to confirm the location and orientation of the fault detected at pre-investigation stage. The TSP survey was carried out in access tunnel, construction tunnel, and watercurtain tunnel to characterize 3 dimensional figure of the fault. The results of TSP survey are compared four in vestigation boreholes drilled in shelter of access tunnel. The fault was also detected by borehole survey and the location was coincided with the result of TSP survey. Depending on the result of TSP survey and core logging, the design such as cavern layout and length was changed. Another TSP survey was performed in Incheon LPG storage cavern which is located below sea. Because of poor geological information at pre-investigation stage and suffering from heavy leakage of groundwater, the TSP survey to detect fracture zone was carried out. The support and grouting design was reflected by the result of TSP survey.

• Geotechnical Engineering
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• v.8 no.2
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• pp.128-141
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• 1992

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2003.05b
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• pp.91-92
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• 2003

경제성장 및 산업의 고도화에 따른 자동차 보급의 증가, 유류 및 유기용제의 사용량 증가로 휘발성유기화합물질(Volatile Organic Compounds; 이하 VOCs)의 배출량이 증가하고 있다. 이러한 VOCs의 배출원중에 하나가 주유소에서 발생하는 VOCs이다(정일록 등, 1995). 주유소에서의 VOCs 배출원은 EPAAP-42의 경우 지하저장탱크 숨구멍을 통한 증발과 유조차에서 지하 저장탱크에 휘발유 등 석유 제품을 하역시 증발을 Stage I, 지하저장에서 자동차에 주유시 증발 및 주유시 흘림에 의한 VOCs 증발을 Stage II로 구분되어 있다. (중략)

• Tunnel and Underground Space
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• v.16 no.4 s.63
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• pp.296-306
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• 2006

It is difficult to solve problems regarding the adjustment on demand and supply of LNG due to seasonal variations of domestic demand of LNG, a discordance among import pattern and limits of storage facilities and so on. Also, there may be instability in LNG supply due to chances of accidents at LNG producing areas. Therefore, it is very important to secure large LNG storage facilities and to stabilize LNG supply management on a long term basis. The objective of this study is to examine the real-scale applicability of a lined underground rock storage system, which have been verified by a successful operation of the Daejeon LNG pilot plant. The new technology has many advantages of better economy, safety and environment protection, for above-ground and in-ground storage systems. The results of this study may promote the first ever real scale underground LNG storage system in a rock cavern.

• Tunnel and Underground Space
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• v.4 no.3
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• pp.250-255
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• 1994

복잡한 지하구조인 지하터널과 핵폐기물 저장소 부지조사에 관한 자료해석을 위하여 지오토모그래피를 이용하였다. 지하터널의 조사는 지하저장소, 자원개발 및 군사적인 측면에서 많은 연구와 응용이 요구된다. 본 연구에서는 미육군이 현장에서 얻은 자료를 처리하고 이를 이론모형의 결과와 비교하였다. 또한 핵폐기물 부지 조사는 미국의 핵폐기물 저장소의 후보로 지정된 Yucca Mountain의 지질구조에 대한 이론모형계산을 행하였으며, Jaramillio(1993)가 모형실험치를 image 방법에 의하여 계산한 결과와 비교하였다. 탐사방법으로는 탄성파 시추공-시추공 방법과 VSP 방법을 사용하였다. 지오토모그래피의 기본이론은 터널과 지하공간 제3권 1호(1993)에서 설명되었다.

• Proceedings of the KAIS Fall Conference
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• 2003.06a
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• pp.353-355
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• 2003

일반직으로 액비 탱크 등은 콘크리트를 이용하여 지하에 시공하므로 빗물 등이 흘러 들어가기 쉽고, 습기등에 의하여 콘크리트가 부식되기 쉬우며 이로 인하여 오폐수가 지하로 스며들어 지하수를 오염시킬 수 있다. 이를 해결하기 위하여 액비탱크를 법랑을 이용하여 지상에 건설하여 침출수를 원천적으로 방지하고 미려한 색상으로 인한 자연 친화적인 저장 장치를 활용하여, 지하에 일시 저장한 분뇨를 펌프를 사용하여 지상으로 끌어 올려 숙성 발효시키면 우수한 액비를 생산 활용할 수 있다.

• The Science & Technology
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• v.11 no.11 s.114
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• pp.39-40
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• 1978

우리나라에서도 석유비축방식으로 지하저장법을 이용할 예정인 것으로 전해지고 있어 이에 대한 이해를 돕기 위해 세계적으로 쓰이고 있는 지하저장방식을 간단히 소개키로 한다. (자원정보에서 옮김)

• Tunnel and Underground Space
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• v.21 no.5
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• pp.394-405
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• 2011

In this paper, we applied coupled non-isothermal, multiphase fluid flow and geomechanical numerical modeling using TOUGH-FLAC coupled analysis to study the complex thermodynamic and geomechanical performance of underground lined rock caverns (LRC) for compressed air energy storage (CAES). Mechanical stress in concrete linings as well as pressure and temperature within a storage cavern were examined during initial and long-term operation of the storage cavern for CAES. Our geomechanical analysis showed that effective stresses could decrease due to air penetration pressure, and tangential tensile stress could develop in the linings as a result of the air pressure exerted on the inner surface of the lining, which would result in tensile fracturing. According to the simulation in which the tensile tangential stresses resulted in radial cracks, increment of linings' permeability and air leakage though the linings, tensile fracturing occurred at the top and at the side wall of the cavern, and the permeability could increase to $5.0{\times}10^{-13}m^2$ from initially prescribed $10{\times}10^{-20}m^2$. However, this air leakage was minor (about 0.02% of the daily air injection rate) and did not significantly impact the overall storage pressure that was kept constant thanks to sufficiently air tight surrounding rocks, which supports the validity of the concrete-lined underground caverns for CAES.