• Proceedings of the KIEE Conference
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• 2008.09a
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• pp.29-32
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• 2008

지중화 사업을 원활하게 추진하기 위해서는 전력설비의 설치공간 화보, 공간제공의 의무조항 등 이에 합당한 법적, 제도적 대책을 수립할 필요가 있다. 이를 위해선 전력회사의 전기공급설비를 위한 공간제공을 의무화하는 것이 선행되어야 하며 건축법 및 전기사업법의 관련 조항을 규정화할 필요가 있다. 따라서 배전선로 지중화에 많은 경험을 가지고 있는 해외 선진 전력회사의 전기설비를 위한 공간 화보를 위한 사항을 조사하였으며, 이를 바탕으로 국내 실정에 맞는 기기의 설치면적 산출 및 법규내용을 제시하였다.

• Journal of Science and Technology Studies
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• v.19 no.3
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• pp.119-166
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• 2019

The risk of electromagnetic field(EMF) from power lines has been heavily disputed whenever high-voltage power line towers were built in South Korea. Local communities and civic groups had regarded burying the lines in the ground as an alternative to building power line towers. In 2014, however, when an elementary school science teacher reported the results of EMF measurements over the underground power lines to the Asian Citizens' Center for Environment and Health (ACCEH), the risk controversy over underground power lines took a whole new turn. The level of EMF from underground power lines turned out to be higher, and therefore more harmful than that from power line towers. In the debates that took place from then on over the EMF risk, ACCEH and NIER(National Institute of Environmental Research) presented conflicting topographies of EMF risk. This paper examines measuring practices of ACCEH and NIER by analyzing the measuring sites, measuring devices, and measuring heights chosen by each organization. This paper further examines how ACCEH and NIER mobilized various standards(EMF exposure limit, measurement guideline, categorization of carcinogens) differently. This controversy on the EMF from underground power lines of Seoul has raised concerns on the non-thermal effects of EMF in the long-term exposure and has led people to question whether burying the power lines is the safe alternative to building power line towers. Furthermore, this suggests conflicting answers on whether Seoul, where 90 % of transmission lines were already buried, is a safely managed place or not.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2010.09a
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• pp.59-61
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• 2010

본 논문은 U-City의 지하시설물 관리 등 원격 지중시설물 계측 및 지반조사정보의 원격계측 등 지중 토목계측 서비스를 위해서 필요한 지중무선통신기술에 대한 기술적 특성에 대해 서술하고, 지중무선통신기술 중 가장 효과적인 자기장통신기술(Magnetic Field Area Network, MFAN)에 대한 분석과 이를 이용한 지중계측 서비스모텔에 대해 연구한 결과를 정리하였다. 향후, 시설물 관리, 방재, 에너지의 효율적 분배, 공사현장의 안전관리 등 다양한 용도로 지중무선통신이 활용될 것으로 예상되며, 지중무선통신을 통해 수집되는 데이터는 GIS와 연계를 통해 효과적인 지중모니터링 시스템이 개발될 수 있을 것이다.

• Magazine of korean Tunnelling and Underground Space Association
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• v.13 no.3
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• pp.7-18
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• 2011

• Magazine of korean Tunnelling and Underground Space Association
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• v.9 no.3
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• pp.96-108
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• 2007

• 한국지형공간정보학회:학술대회논문집
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• 2001.11a
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• pp.25-50
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• 2001

• Magazine of korean Tunnelling and Underground Space Association
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• v.24 no.4
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• pp.26-34
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• 2022

• Proceedings of the KIEE Conference
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• 2008.07a
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• pp.426-427
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• 2008

전력의 안정적 공급, 공급 신뢰도 향상 및 도심지 인구밀집 지역의 전력공급 및 미화 등의 축면에서 송전분야에서의 지중화는 필수적이며 지속적으로 증가추세에 있다. 그러나 제한적인 지중공간을 활용함에 따른 여러 문제가 발생하고 있다. 지중선로 고장상황으로 1선 지락, 2선지락, 선간단락, 3상단락 등의 사고가 있으며 이러한 고장상황에서 발생하는 고장전류에 의한 열거동은 지중선로에 악영향을 준다. 그러므로 각 고장상황에 따른 지중선로의 영향에 대한 세부적인 검토가 필요하다. 본 논문에서는 각 고장상황에 따른 검토조건으로 1회선과 2회 선일 경우와 상배열이 정삼각배열, 수평/수직배열, 직각배열일 경우를 선정하여 지중선로에 미치는 영향을 EMTP, IDEARS, MARC를 활용하여 분석하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.42 no.4
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• pp.509-517
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• 2022

The demand for underground infrastructures such as tunnels is expanding due to rapid urbanization. Tunnels in urban areas are usually constructed adjacent to structures supported by piles. Therefore, a proper understanding of pile-tunnel interaction due to tunnel excavation activities is vital. Thus, in this study, a numerical analysis is conducted to analyze pile settlements, ground surface settlements and shear deformations above an existing tunnel subject to the presence of an adjacent tunnelling, with vertical offsets, the number of piles and the pile spacing considered as variables in the analysis. The results show that the vertical offsets between the tunnel crown and the pile tip generatelarger settlement than the pile spacing. In addition, the vertical offset shows an inversely proportional relationship to the shear deformation due to new tunnelling.

• Journal of Korean Tunnelling and Underground Space Association
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• v.26 no.5
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• pp.435-448
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• 2024

Liquefaction of the ground caused by earthquakes results in significant damage to underground structures such as tunnels, pipelines, manholes, and underground tanks. The uplift of underground structures due to liquefaction has been identified as a major cause of this damage. However, current design practices have not adequately considered the upward displacement of underground structures. This paper proposes an analytical solution based on the limit equilibrium method for cut-and-cover tunnels. Using this solution, a sensitivity analysis was performed on soil cover height, liquefaction depth, ground improvement, and ledge. It was confirmed that the contribution of each factor to the safety factor can be reasonably derived through changes in the safety factor. Although there are still many assumptions and uncertainties that need to be reviewed for their appropriateness, a conservative approach appears to mitigate a significant portion of these uncertainties. This study is meaningful as a stability evaluation method considering the uplift behavior characteristics of underground structures.