• 한국철도학회:학술대회논문집
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• 한국철도학회 2006년도 추계학술대회 논문집
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• pp.1391-1404
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• 2006

Recently, medium or slight earthquakes was occurred in the Korea Peninsula and seismic design is considered seriously in the railroad facilities as case of other civil engineering facilities. In this study, it selected the Seongnam-Yeoju railroad 6th section and seismic analysis was accomplished. Specially, unlike existing seismic analysis using the artificial earthquake and the real earthquake, seismic analysis using a seismic vibration and the train vibration was accomplished. 1-D and 2-D ground response analysis of the railroad bed and 3-D Finite element analysis in the bridge connection section of high landfill slope was accomplished. Also, slope stability analysis and the evaluation of liquefaction was accomplished.

• 한국지반공학회지:지반
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• 제9권4호
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• pp.17-26
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• 1993

다공성 지반 위를 파랑이 진행함에 따라 물과 지반의 경계면에서는 파압이 발생하게 된다. 이러한 파압은 파랑의 조건과 해저 퇴적층의 조건에 따라 해저면 내에 유효음력 및 공극수압의 변화를 유발하며 이런 변화에 의해서 해저면의 안정에 여러문제가 발생하게 된다. 본 연구에서는 다공성 탄성지반에 발생하는 공극수압과 유효응력의 문제를 해석하기 위하여 지배방정식을 유도하고 이에 적당한 경계조건을 도입하여 파랑에 의하여 지반 내에 발생하는 과잉 공극수압과 유효음력 및 파랑에 의한 액상화를 검토하는 것을 목적으로 한다.

• 한국지반공학회논문집
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• 제16권5호
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• pp.75-81
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• 2000

본 연구에서는 진동대 시험을 실시하여 지진동에 대한 일반 안벽 구조물과 내진 보강된 안벽 구조물의 동적거동을 분석하고 내진보강기법의 성능을 평가하였다. 진동대 시험은 기초지반이 조밀한 경우와 느슨한 경우, 자갈 뒤채움재를 설치한 경우 그리고 내진대책공법으로 경량재 치환공법과 모래다짐말뚝 공법을 적용한 경우 등 총 5가지 시험단면에 대하여 실시하였다. 과잉간극수압, 가속도 반응 그리고 지반의 변형양상을 분석한 결과, 기초지반과 뒤채움 지반의 연약화가 안벽 구조물의 동적거동에 큰 영향을 미치며, 경량재 치환공법과 모래다짐말뚝공법이 안벽 구조물의 내진성능을 향상시키는에 효과적인 것으로 나타났다.

• 한국CDE학회논문집
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• 제20권1호
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• pp.36-43
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• 2015

Recently, a number of evaluation studies on availability of plant were carried out. This study was conducted to verify of the reliability of a simulation with some variable such as configuration of process, failure probability density function and the number of iteration times for the natural gas liquefaction plant. The error rate of the KICT-RAM solution was evaluated as 0.03~1.79% compared with the result of the MAROS(commercial solution). And the error-rate change was observed in the range of 0.03~1.75 on the condition of the iteration times as 30, 100, 250. As a result the plant availability evaluation approach of KICT-RAM solution was verified as reasonable. However, the careful approach was required to use the solution because the error-rate increased according to iteration times change.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회B
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• pp.2940-2945
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• 2008

The scale of 2.4 MW MCFC was taken to construct a high-efficiency and economical power generation system without CO2 emission into the atmosphere for utilizing its exhaust gas. The conventional steam turbine power generation system (STGS) was evaluated and the net generated power (NGP) was estimated to be only 133 kW and the STGS is not economically feasible. A CO2-caputuring repowering system was proposed, where low temperature steam (LTS) produced at HRSG by using exhaust gas from MCFC is utilized as a main working fluid of a gas turbine, and the temperature of LTS was raised by combusting fuel in a combustor by using pure oxygen, not the air. It has been shown that NGP of the proposed system is 264 kW, and CO2 reduction amount is 608 t-CO2/y, compared to 306 t-CO2/y of STGS. The CO2 reduction cost was estimated to be negligible small, even when the costs of oxygen production and CO2 liquefaction facilities etc. were taken into account.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.1396-1403
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• 2009

The Ministry of Construction and Transportation (MOCT) has been constructing a nationwide soil information DB since 2000, as basic data for the construction of 'underground geographical information,' a project under the 2nd National Geo-spatial Information System (NGIS) master plan. The inputted soil information includes not only underground conditions such as the layer depth, type, color, and groundwater level, but also engineering information that can be applied to construction work design, such as on the standard penetration test and the compression test. It is difficult to use this information in soil analysis and design, however, because only the test results are currently available. A web-based geo-spatial information system was developed in this study to facilitate the effective application of the soil information database (DB). First, the space information, layer information, and engineering test information were loaded from the soil information DB in real time, and the earth volume, bearing capacity, and settlement were calculated to develop a web client that will evaluate the ground softness and liquefaction. It seems that the soil information DB can be actively applied to the planning and design of construction works using this system.

• 농업과학연구
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• 제50권3호
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• pp.469-484
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• 2023

In this study, three types of structures-stepped gabion retaining walls, vertical gabion retaining walls, and parapets-were installed on the dam floor crest to prevent the overflow of deteriorative homogeneous reservoirs. The acceleration response, displacement behavior, and pore water pressure ratio behavior were compared and evaluated using shaking-table model tests. The experimental conditions were set to 0.154 g in consideration of the domestic standard and the seismic acceleration range according to the magnitude of the earthquake, and the input waveform was applied with Pohang, Gongen, and artificial earthquake waves. The acceleration response according to the design ground acceleration increased as the height of the embankment increased, and the observed value were larger in the range of 1.1 to 2.1 times the input acceleration for all structures. The horizontal and vertical displacements exhibited maximum values on the upstream slope, and the embankment was evaluated as stable and included within the allowable range for all waveforms. The settlement ratio considering the similarity law exhibited the least change in the case of the parapet structure. The amplification ratio was 1.1 to 1.5 times in all structures, with the largest observed in the dam crest. The maximum excess pore water pressure ratio was in the range of 0.010 - 0.021, and the liquefaction evaluation standard was within 1.0, which was considered very stable.

• 한국식품영양학회지
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• 제27권3호
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• pp.414-420
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• 2014

This study was performed to increase the yield and to reduce the processing times for the preparation to improve the productivity and quality of rice jochung, a traditional food in Korea. In order to evaluate the quality characteristics and yield of jochung, the viscosity, color value, mineral contents and the sensory evaluation were measured. Jochung is prepared from steamed rice (STR), wet-milled rice flour (WRF) and dry-milled rice flour (DRF) by processing methods of rice and reacting times (6 hours or 13 hours) of liquefaction and saccharification. There is commonly added liquefying enzyme for rice liquefaction (0.4%/10 kg rice, at $85{\sim}90^{\circ}C$ for 1 hour or 4 hours) and saccharogenic enzyme with malt (2.5% or 4.5%/10 kg rice, at $56{\sim}60^{\circ}C$ for 5 hours or 9 hours). The inner structural properties of WRF showed the more distinct shape regular structure of uncombined starch particles but the DRF closely maintained particles of rice flour observed by SEM. If processing times for liquefation and saccharification were reduced from 13 hours to 6 hours, the yield of jochungs prepared with WRF increased 8%, the DRF 7%, and the STR 3% respectively and the sensory evaluation as well as color values and overall desirability received high scores. The viscosity, color a and b values of jochung processed with WRF for 6 hours were lower than that processed for 13 hours. The viscosity and color a, b value and Ca content were decreased in the jochung processed with WRF or DRF for 6 hours, but Mg, P and K were increased than that of STR. Jochung processed by 0.4% liquefying enzyme and 2.5% malt with WRF for 6 hours will increase the yield, save manufacturing times and costs and will thereby enable cost-effective techniques.

• 한국가스학회지
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• 제22권3호
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• pp.45-52
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• 2018

국제해사기구(IMO)의 선박 배출가스 기준 강화로 인해 LNG 연료추진선박의 필요성이 대두되고 있으며 관련 분야에 대한 기술개발 및 실용화 촉진 연구가 활발하게 진행되고 있다. LNG 연료탱크는 운항 중 연료소비로 인하여 잔류량이 70% 미만이 될 경우 슬로싱을 고려하여야 하므로 재액화 장치를 탑재하기 어려운 중소형 LNG 연료추진선박은 Type C 형태의 압력 탱크가 적용될 가능성이 높다. 이러한 LNG 연료추진선박에 적용되는 LNG 탱크는 구조적 안전성과 더불어 LNG를 오래 보관하기 위한 단열성능이 매우 중요하다. 본 연구에서는 Type C LNG Tank에 대한 단열성능 평가 절차를 제안하였고, 실험을 통해 LNG 탱크의 열적 특성으로 인한 온도, 압력, BOG(Boil Off Gas)의 변화를 비교, 분석함으로서 BOR(Boil Off Rate) 테스트 절차에 대한 타당성과 유효성을 검증하였다.

• 한국융합학회논문지
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• 제12권4호
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• pp.43-50
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• 2021

최근 포항시를 비롯한 일부 지역의 지진 발생 빈도가 증가함에 따라, 대한민국 내에서 발생한 지진에 대한 대응책에 대한 필요성이 여러 가지 측면으로 요구되고 있다. 지진 발생 이후 액상화 현상이 발생하였고, 지진에 대한 사전대비와 대처에 대한 미흡함으로 인해, 지역 주민의 불안감이 가중 되었다. 이러한 현상에 대한 대처와 지역 주민에 대한 불안감을 해소하기 위해, 우리는 기존 지진 대응에 대한 시스템에 대한 한계를 분석하고, 그것을 해결하기 위한 하나의 방법을 마련하고자 한다. 이에 우리는 재난 상황에 적극적으로 대처할 수 있는 평가 기반의 지진 정보를 표출하고 확산할 수 있는 원스톱 모바일 지원 확산 시스템을 제안하고, 구현하여, 그 가능성을 증명한다.