• Journal of the Korean Geotechnical Society
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• v.34 no.8
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• pp.37-49
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• 2018

Since the observation of ground motions in South Korea, liquefaction manifestation was the first to be observed in Pohang earthquake in 2017 with $M_L$ 5.4. Because liquefaction causes ground settlement and lateral spread damaging in-ground or super structures, various researchers have been analyzing the Pohang liquefaction case history to better understand and predict liquefaction consequence and to prevent future disasters. In prior research at the 2018 EESK conference, a map of Liquefaction Potential Index (LPI), indicating the severity of liquefaction, in Pohang was created and compared with damage observations. The LPI correlated well with the observations, but the severity categorized by LPI range was significantly higher than the actual observations in most regions. The prior LPI map was created evaluating ground motions using the simplified approach. In this research, we perform the effective site response analyses with porewater pressure generation model for the detailed evaluation of liquefaction on the liquefied sites in Pohang. We found that the simplified approach for LPI evaluation can overestimate the severity.

• Journal of the Korean Society of Safety
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• v.32 no.6
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• pp.104-109
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• 2017

As the ground subsidence occurred at the center of Seoul area in 2014, the ground subsidence phenomenon was emerged as a social issue in Korea. Even so far, national and local governments and related experts have been making a lot of efforts to prevent ground subsidence phenomenon, but it is still happening all over the country. In this study, we chose 9 influence factors on which ground subsidence and derived weights using AHP(Analytic Hierarchy Process) method for ground subsidence risk analysis. And we analyze the risk of subsidence in ${\bigcirc}{\bigcirc}$city using GIS(Geographic Information System) analysis method and evaluate the potential risk.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2004.03a
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• pp.607-612
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• 2004

Together with the requirements of tunnels, its construction methods and technologies have been pretty much developed, but frequent accidents happened under the constructions are just one of important problems which should be improved. To detect the potential hazardous factors in or ahead of time, speedy and accurate measurement are absolutely required, but currently surveying method using tapes, level and total station, has been generally taken in measuring of tunnel convergence and crown. The purpose of this study is, as using of 'Industrial photogrammetry' system which is supplying more accuracy and speedy in the measure of tunnel convergence, aimed at promotion of tunnel measurement technique and development in unmanned automatic measuring system in the future finally.e finally.

• Journal of Sensor Science and Technology
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• v.24 no.5
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• pp.306-310
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• 2015

IoT(Internet of Things) based underground risk assessment system surrounding water pipeline enables an advanced monitoring and prediction for unexpected underground hazards such as abrupt road-side subsidence and urban sinkholes due to a leak in water pipeline. For the development of successful assessment technology, the PSU(Water Pipeline Safety Unit) which detects the leakage and movement of water pipes. Then, the IoT-based underground risk assessment system surrounding water pipeline will be proposed. The system consists of early detection tools for underground events and correspondence services, by analyzing leakage and movement data collected from PSU. These methods must be continuous and reliable, and cover certain block area ranging a few kilometers, for properly applying to regional water supply changes.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.302-302
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• 2015

본 연구에서는 PMP 조건하에서 농업용 목적의 시례저수지의 가상붕괴에 따른 홍수파 해석을 통해서 하류부에 대한 수리학적 분석을 실시하였다. 그리고, 사력댐으로 구성된 댐 제체의 붕괴로 인한 유사 이송을 모의하고 이로 인한 하류부에서의 영향을 분석하였다. 이를 위하여 경상남도 김해에 위치한 시례저수지 유역을 대상으로 수리 수문자료 및 하천현황을 상세히 조사하고 댐의 가상 붕괴로 인한 하류부 홍수파 해석 및 댐 본체의 유실에 따른 유사의 이송으로 인해 발생 가능한 하류부에서의 영향을 분석하였다. 시례저수지의 댐 형식은 흙댐으로써, 구성방식은 침하량이 적은 중심코아형이며 댐 높이는 34.3 m, 유역면적은 3.13 km이다. 본 연구에서는 하천에서의 흐름과 유사이송 계산이 가능한 1차원 수치 모형인 CCHE1D를 이용하였다. 적용 모형은 확산파 및 동역학적 방정식을 모두 고려한다. 또한, 비평형 이송 모형을 사용하여 유사의 발생과 퇴적을 산정하고 비균질 상태의 유사 이송을 계산 하는데 있어서 하천 단면형의 변화와 하상물질의 구성 상태, 제방침식, 수로 확폭의 과정과 함께 산정된다. CCHE1D는 하상물질의 공극률과 non-equilibrium adaptation length, mixing layer thickness 등의 여러 변수들을 현재까지 개발된 식들을 제공하며, 토사이동해석을 위한 공식은 SEDTRA 모듈, Wu et al(2000) 공식, 수정 Ackers and White(1973) 공식, 수정 Engelund and Hansen(1967)이 사용된다. 비균질 유사이송과 bed deformation, bed-material sorting은 완전연계과정(coupling)로, 유사와 흐름방정식의 계산은 반연계과정(semi coupling)을 적용하여 계산하였다.

• Proceedings of the Korean Society of Disaster Information Conference
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• 2022.10a
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• pp.223-224
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• 2022

노후주거시설의 개보수의 필요성이 대두 되고 있으나 관련법규의 제약에 의해 내 외부 미관수선 정도에 그치고 있는 것이 현실이다. 그래 조금 나은 동선과 공간으로 수선시 법을 위반하여 불법 건축물로 낙인되어 지는 것이다. 경제적인 여유가 없는 노령층등 사회적 약자가 거주하는 공간은 더욱 더 열약하여 화장실, 주방, 수평이동 통로, 승강기등의 편의시설과 붕괴, 침하, 화재, 폭발, 오염등의 안전을 위협하는 위험요소의 제거등이 당장 필요하여도 미봉에 그치는 경우가 다반사이다. 또 이러한 노후 건물의 개보수는 신, 개축 보다 어렵고 비용도 많이 들면서 그 효과도 미미한 것이 사실이나 당장 신, 개축하기에는 관련 법규에 저촉되거나 주변 여건에 부합하지 않아 실시 할 수 없는 경우가 많아 이를 개선하고 합리적인 롤 모델을 만들고 필요하다면 관련법령도 정비할 필요가 있는 것이다. 노후되지 않아도 현시점에서 생활의 불편함을 느껴 개선할 필요가 있는 경우도 관련 법규의 유연함이 필요할 것이다. 본 연구는 이러한 노후 주거 시설 및 현실 여건에 맞지않는 주거 시설을 보다 쉽고 합리적으로 개 보수할 수 있는 여건이 조성되도록 관련 건축법령의 개선, 또 경제적 여유가 없는 저소득층의 개보수여건을 개선할 수 있는 정부지원방안, 이러한 노후 주거시설의 개보수가 부동산 시장에 어떠한 영향을 초래할 수 있는지를 기존 연구들과 비교하여 합리적인 방안을 도출하고저 함.

• Journal of the Korean Society of Marine Environment & Safety
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• v.24 no.5
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• pp.497-503
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• 2018

Passenger ships and training ships have a common feature in that they serve many passengers. Thus, safe navigation is very important. During normal sailing, a ship may turn using various types of steering, including maneuvers to avoid collisions with dangerous target. When a ship turns, a heeling angle occurs. If trouble arises during sailing, a dangerous heeling angle may result or a capsizing accident. In this study, the heeling angle during turning was measured through experimentation with two training ships similar to passenger ships. These findings were compared with theoretical formulas for heeling angle when turning. We confirmed that the limit of the maximum heeling angle estimation using heeling angle formula when turning presented in IMO stability criteria. In addition, it was confirmed that the maximum estimated heeling angle can be reached by applying the result calculated in the theoretical formula 1.4 times when turning right and 1.1 times when turning left to reflect sailing speed when of rudder hard over. It is expected that this study will provide basis data for establishing safe operation standards for the prevention of dangerous heeling angles when turning.

• Economic and Environmental Geology
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• v.53 no.3
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• pp.287-296
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• 2020

Mine Reclamation Project is being carried out with the aim of ensuring a sustainable green living and helping to develop eco-friendly mines by analyzing, removing and preventing the harmful factors. Mines developed during the japanese colonial period and mining boom period are still not repaired throughout the country, and from these scattered risks, public safety is worth pursuing as a top priority. The project that is close to public safety in the mine recalmation project is an emergency treatment, and the most widely used method is a filling method similar to the ground subsidence prevention. If dangerous mine cavity or tunnels are located in the mountains, charging with existing materials may not be possible, or unreasonable cases may occur, and new methods of technological development are required. Emergency actions should be carried out safely and efficiently to prevent the loss of precious people's lives on the hiking paths adjacent to dangerous mining sites. In these field conditions, urethane foam materials may be an alternative. In this study, the applicability of urethane foam materials in mining was reviewed through overseas cases. It was also tested on the appropriate depth of top soil for the protection of urethane foam materials through forest fire simulation test. The test result show that approximately 15cm of soil covering (recommended 20cm over) was suitable for maintaining the function of foam materials from forest fires.

• The Journal of Engineering Geology
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• v.27 no.2
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• pp.153-164
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• 2017

The geological factors for causing ground subsidence are very diverse. It can be affected by any geological or extrinsic influences, and even within the same geological factor, the soil depression impact factor can be determined by different physical properties. As a result of reviewing a large number of papers and case histories, it can be seen that there are seven categories of ground subsidence factors. The depth and thickness of the overburden can affect the subsidence depending on the existence of the cavity, whereas the depth and orientation of the boundary between soil and rock are dominant factors in the ground composed of soil and rock. In case of soil layers, more various influencing factors exist such as type of soil, shear strength, relative density and degree of compaction, dry unit weight, water content, and liquid limit. The type of rock, distance from the main fracture and RQD can be influential factors in the bedrock. When approaching from the hydrogeological point of view, the rainfall intensity, the distance and the depth from the main channel, the coefficient of permeability and fluctuation of ground water level can influence to ground subsidence. It is also possible that the ground subsidence can be affected by external factors such as the depth of excavation and distance from the earth retaining wall, groundwater treatment methods at excavation work, and existence of artificial facilities such as sewer pipes. It is estimated that to evaluate the ground subsidence factor during the construction of underground structures in urban areas will be essential. It is expected that ground subsidence factors examined in this study will contribute for the reliable evaluation of the ground subsidence risk.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.1C
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• pp.63-72
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• 2006

Due to rapid development of many cities in Korea, many public facilities are required to be built as well as complementary civil structures. Consequently, a number of tunnel constructions are currently carried out throughout the country, and many more tunnels are planned to be constructed in the near future. Tunnel excavation in a city often causes serious damage to above-ground structures and sewer system because of unexpected settlement. In order to prevent the destruction, the tunnel, which bypasses the center of a city, must be specially evaluated for its influence to other structure. In addition, since a slight disturbance of above-ground structure causes numerous public complaints and civil appeals, it must be approached with different method than the mountain tunnels. In this paper, the evaluation method using the Artificial Neural Network (ANN) has been studied. The method begins with an analysis of the minimal sectional area. If its result can be used to approximate the general influence of the whole section, the actual evaluation using ANN will take off. In addition, it also studies the construction management method which reflects the real time soil behavior and environment influence during construction using Geographic Information System (GIS).