• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2006.09a
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• pp.37-45
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• 2006

우리나라에는 현재 고리, 월성, 영광 등 11기의 원자력 발전소가 운영되면서 전체 전력생산량의 40% 이상을 담당하고 있으며, 2006년까지는 12기가 추가 건설되어 총 23기의 원자력 발전소가 운영되어 국내 총 전력생산량의 절반 이상을 담당하게 될 예정이다. 하지만 이러한 원자력 발전은 필연적으로 인체에 유해한 각종 방사성 폐기물을 생산하게 되므로 이에 대한 처분기술은 대단히 높은 안전율을 고려하여 확보되어야 한다. 한국원자력연구소의 기초연구에 의하면 국내 실정상 지하 암반내 심층처분이 가장 유리한 시스템인 것으로 보고되고 있으며, 그 중에서도 심도 500m 이상의 고심도 지하 암반내에 터널을 뚫고 터널 바닥면에 처분공을 일렬로 굴착하여 이 처분공 내에 canister로 밀봉된 방사성폐기물을 유기하는 KBS-3 처분 시스템을 제안하고 있다. 본 연구에서는 KBS-3 처분 시스템을 고려할 경우, 필연적으로 야기되는 고심도 지하에서의 초기응력성분이 처분 시스템에 미치는 영향을 분석하기 위해 수치해석을 실시하였으며 이와 함께 제반 설계정수 중에서 초기응력값이 어떠한 비중을 차지하는지를 살펴보았다.

• Journal of the Korean Magnetics Society
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• v.20 no.2
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• pp.52-60
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• 2010

The changes of magnetic flux density distribution and the degree of magnetic anomaly on the ground surface by underground fracture zones and empty spaces had been investigated through the variations of the measuring heights. The magnetic flux density distributions were monitored for the ground surfaces of fracture zones, empty spaces and tunnels by fluxgate-type magnetometer. The fracture zones showed the magnetic anomaly with (+) and (-) peak-pairs in the magnetic flux distribution measured at 0.15 m height from the ground surface, and this anomaly disappeared at the height of 1.15 m. The underground empty spaces and tunnels showed the decrease of magnetic flux densities, where the degree of this density decrease diminished with the increase of the underground depth. And, the existence and size of underground empty spaces, such as tunnels and sink holes, could be monitored by the phenomena of this decreasing flux density.

• Journal of Korean Tunnelling and Underground Space Association
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• v.18 no.2
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• pp.129-142
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• 2016

The underground cavity known as one of the reasons of ground surface settlement is a discontinuous character. Therefore, it is limited to analyze with continuum analysis. In this research, The spherical underground cavity affecting the ground surface settlement is studied with Discrete Element Method. Ground properties, depth and diameter of the spherical underground cavity are chosen as factors of the spherical underground cavity and the effect of the each factor variations on the ground surface settlement is analyzed. Relative depth to the diameter of the spherical underground cavity is also studied. The result of the research suggests the basis of underground cavity collapse prediction and standard of support.

• Journal of Korean Tunnelling and Underground Space Association
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• v.7 no.4
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• pp.323-333
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• 2005

Recently the fire is happening at the tunnel and underground - structure internationally. We are socially the economy the actual circumstances which serious loss is happening due to an fire occurrence when fire happened which is closed like tunnel and underground - structure, the collapse from the burglar degradation of strength of tunnel concrete lining and human life damage happen. It causes big problem while the long time disconnects a traffic network. While the fire happened in this research at the tunnel, the paper construct a basis data to deduce the specification regulation about stability of tunnel concrete lining. In this paper, the experiment was carried out for the prevention of explosive spalling of tunnel to use a reinforced Polypropylene concrete which mixes a Polypropylene which are known for the thing by being efficient at a protect of explosive spalling of the concrete. According to the firproof test result of reinforced Polypropylene admixture mortar, Polypropylene admixture of prevention of explosive spalling analyzed 0.2%-0.25%.

• Journal of the Korean Geophysical Society
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• v.6 no.4
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• pp.231-244
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• 2003

Lots of various utilities are buried under the surface of the earth. The effective handling of the underground utilities is becoming the big subject and project for the harmonious management and administration of the city. To detect the position and depth of buried underground utilities, GPR and Induced EM surveys are commonly used. However, they have limitations, such as shallow skin-depth and non-availability in the areas where subsurface materials are not homogeneous and are compose of clays and/or salts and gravels. The aim of this study is to find the efficient geophysical method which can overcome these limitations. For this purpose, various geophysical mehods were applied in the site of poor geotechnical environment.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.295-295
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• 2015

강우의 시 공간적 불균형이 심한 우리나라는 수자원 확보 및 관리가 어려움에 따라 신규 수자원 확보와 기존 수자원 관리의 중요성에 대한 인식이 높아지고 있다. 최근 대체수자원으로서 대두되고 있는 지하수는 지표수에 비해 이용지점에서 바로 취수하여 사용이 가능하다는 장점이 있으나, 오염이 진행되면 복구에 상당한 기간과 비용이 소요됨에 따라 철저한 관리가 필요하다. 특히 해안지역 수자원의 경우, 내륙지역에 비해 하천이 발달해 있지 않아 지하수에 대한 높은 의존도에 따른 수량적 문제와 해수와 접해있는 면적이 많음에 따라 지하수와 해수간의 유동으로 인한 수질적 문제로 지하수 관리가 더욱 어렵다. 이에 본 연구는 지하수유동해석프로그램인 Visual MODFLOW의 SEAWAT model을 이용하여 지하수위 변화에 따른 해수침투의 영향을 판단하고자 하였다. 연구지역은 태안지역의 근흥1, 근흥2 관측소의 지하수위 데이터를 사용하였으며, 2008 ~ 2014년 까지 매년 지하수위 변동에 따라 해수침투 영향을 분석하였다. 이와 함께 해수침투 영향 판단 인자인 EC, TDS는 각 관측소 데이터를 통한 환산 및 분석 진행하고, $Cl/HCO_3$ 몰비는 참고문헌을 인용하여 모델링에 의한 해수침투 영향과 관측자료 및 이온분석을 통한 영향을 비교하였다.

• The Journal of Engineering Geology
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• v.19 no.2
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• pp.227-233
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• 2009

Most of hydrological processes of groundwater recharge generally are occupied a rainfall, and recharged an aquifer along infiltrate into subsurface. These processes mainly have an influence by hydrological characteristics and topographic gradient of the aquifer. Development of water resources and its management is not good because of temporal and spatial disproportion in local rainfall. In order to deal with insufficiency of water resources from now on, development of groundwater dam requires a plan of a sustainable of new water resources. These are necessary that investigation of construction area of groundwater dam, effective groundwater development interconnected with surface water and groundwater, and assessment of an application of groundwater dam for utilization of water resources. Tn this study we were derived the input data by geological survey, hydraulic and hydrological analysis around Hoengchun-river, located in Hadong-gun, Gyeongsangnam Province where is a plan area for construction of groundwater dam. Based on input data we were carried out the interconnected analysis of surface water and groundwater using the SWAT-MODFLOW, and predicted groundwater fluctuation of its construction before and after.

• Journal of the Korean Geophysical Society
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• v.6 no.4
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• pp.261-268
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• 2003

Lots of various utilities are buried under the surface. The effective management of underground utilities is becoming the very important subject for the harmonious administration of the city. Ground Penetrating Radar(GPR) survey including other various underground survey methods, is mainly used to detect the position and depth of buried underground utilities. However, GPR is not applicable, under the circumstances of shallow depth and places, where subsurface materials are inhomogeneous and are composed of clay, salt and gravels. The aim of this study is to overcome these limitations of GPR and other underground surveys. High-frequency electromagnetic (HFEM) method is developed for the non-destructive precise deep surveying of underground utilities. The method is applied in the site where current underground surveys are useless to detect the underground big pipes, because of poor geotechnical environment. As a result, HFEM survey was very successful in detecting the buried shallow and deep underground pipes and in obtaining the geotechnical information, although other underground surveys including GPR were not applicable. Therefore this method is a promising new technique in the lots of fields, such as underground surveying and archaeology.

• Journal of the Society of Disaster Information
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• v.16 no.1
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• pp.123-132
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• 2020

Purpose: In this study, the authors propose a flood evacuation plan for skyscrapers with law related to underground space of skyscrapers, domestic and international underground space flood case study and simulation test. Method: This study compares the evacuation pattern of various case from flooded underground spaces extending over several floors with respect to the number of evacuation routes with. Also, simulation test was performed by setting up the virtual underground spaces consisting of three-stories basement and changing the number of the ground entrance, area of the basement and the flooding heights of the basement. Result: There was no difference in evacuation route according to the inundation risk even if there was an area corresponding to risk level 4. This is because the risk in the starting area is greater than that in the evacuation route. Especially, even if the risk of evacuation route increases with time, there is no change in route because the route must be passed to reach the evacuation site. Conclusion: In this study, there was no difference in evacuation route according to the inundation risk. However, if the size and shape of the underground space of each building is different, the depth of inundation with time may be different.

• Journal of Korean Tunnelling and Underground Space Association
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• v.10 no.1
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• pp.49-57
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• 2008

One of the most important design concerns for undersea tunnels is to establish design water load and flow rate. These are greatly dependent on the hydraulic factors such as water head, cover depth, hydraulic boundary conditions. In this paper, the influence of the hydraulic design factors on the ground loading and the inflow rate was investigated using the coupled finite element method. A horse shoe-shaped tunnel constructed 30 m below sea bottom was adopted to evaluate the water head effect considering various water depth for varying hydraulic conditions and relative permeability between lining and ground. The effect of cover depth was analysed for varying cover depth with the water depth of 60 m. The results were considered in terms of pore water pressure, ground loading and flow rate. Ground loading increases with an increase in water head and cover depth without depending on hydraulic boundary conditions. This points out that in leaking tunnels an increase in water depth increases seepage force which consequently increases ground loading. Furthermore, it is identified that an increase in water head and cover depth increases the rate of inflow and a decrease in the permeability ratio reduces the rate of inflow considerably.