• 대한토목학회논문집
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• 제43권2호
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• pp.239-247
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• 2023

FIDIC Red Book은 발주자가 설계를 하고 시공자가 시공을 하는 국제표준계약조건이다. FIDIC Red Book의 Engineer는 발주자의 대리인 으로서가 아닌, 중립적으로 3.7조에 따라 클레임 또는 모든 사안에 대하여 합의하거나 결정하여야 한다. 본 연구는 델파이 기법을 이용하여 18년 만에 최근 개정된 FIDIC Red Book의 Engineer가 3.7조에 따라 합의하거나 결정해야할 49개의 세부조항들 중 핵심 리스크 세부조항 도출을 목표로 하였다. 국제건설계약에 대한 10년 이상의 경험과 전문지식을 보유한 35명의 전문가 패널을 구성하여 총 3회의 델파이 설문조사 과정을 통해 판단과정에서의 오류 및 편향을 방지하여 신뢰성을 향상시켰다. 연구 수행 방법은 계약조건 분석을 통해 FIDIC Red Book 3.7조에 따라 Engineer가 합의하거나 결정해야 하는 세부조항들을 49개로 조사하였다. 49개의 세부조항들별 계약적 리스크 발생도와 영향도를 평가하기 위해 델파이 조사는 리커트 10점 척도로 폐쇄형 설문조사를 3회 반복 수행하였다. 델파이 1차 설문조사 결과를 2차 설문조사 시 전달하고 2차 설문 조사 결과를 3차 설문조사에 전달하여 전문가 의견의 일치성을 높이는 방향으로 재평가하였다. 델파이 3차 조사 결과의 신뢰성은 변이계수 COV 값으로 검증하였다. 49개의 세부조항들 각각의 리스크 발생도와 영향도 평균값을 PI Risk Matrix를 적용하여 최종적으로 Extreme Risk 범위에 속하는 9개의 핵심 리스크 세부조항들을 도출하였다.

• Water Engineering Research
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• 제3권2호
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• pp.135-142
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• 2002

This study investigates the effects of sediment on the flow characteristics such as velocity distribution, friction velocity, turbulent intensities, Reynolds stress, etc. Particle tracking velocimetry (PTY) is used to measure the vertical flow field. Results show that flow over the high bed-load concentration region has larger values of mean velocity and friction velocity and smaller values of turbulence intensities, compared to those for flow over the low bed-load concentration region.

• 기술사
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• 제44권2호
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• pp.43-45
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• 2011

Somalian pirates with the onset of civil war in the early 1990s have caused a threat to international transportation. Various international organizations including the International Maritime Organization and the World Food Program are concerned about this problem. The cost of shipping is increasing and food-aid shipment is hindered by these ships are needed military escort. Since 2008, international society has deployed multinational naval vessel in the nearby Somalian sea and strengthen multinational naval operations to minimize damages from piracy.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.956-965
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• 2005

In this paper, the effect on the forced replacement depth of the revetment in soft soil with inter sand layer is analyzed by model test. In the result, the forced replacement occur in 60 second from filling the embankment material. The shape of the forced replacement depth is like to punching shape. Then, in case of thin inter sand layer and near the embankment, the forced replacement depth of inter sand layer case is more than only clayed soil case.

• Geomechanics and Engineering
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• 제20권2호
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• pp.121-129
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• 2020

In the design of geotechnical structures, engineers choose either peak or critical state friction angles. Unfortunately, this selection is based on engineer's preference for economy or safety and lacks the assessment of the expected level of deformation. To fill this gap in the design process, this study proposes a strain based empirical method. Proposed method is founded on the experimentally supported assumption that higher dilatancy angles result in more brittle soil response. Using numerous triaxial test data on ten different soils, an empirical design chart is developed that allows the estimation of shear strain at failure based on soil's peak dilatancy angle and mean grain diameter. Developed empirical chart is verified by conducting a small scale retaining wall physical model test. Finally, a design methodology is proposed that makes the selection of design friction angle in structured way possible based on the serviceability limits of the proposed structure.

• 공학교육연구
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• 제14권5호
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• pp.46-52
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• 2011

This paper examines the emergence of mechanical engineers in the technological and social context of professionalization in England. Despite their technological progress, most steam engine wrights and machine tool builders were individual workshop owners working to order in the early 19th century. In the 1830s and 1840s, however, the railway boom produced so called railway engineers by providing them with some managerial experience as the canal building did in civil engineering. Railway engineers played a dominant role to establish the Institute of Mechanical Engineers(IME) in 1848. It was IME that stated what is a mechanical engineer and helped its members be in the similitude of the civil engineers in social and technological activities.

• Korean Journal of Geomatics
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• 제2권1호
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• pp.1-6
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• 2002

Korea is a small country with relatively large mountainous areas and has many difficulties from planning to completing one road. Maintaining a completed road presents even more difficulties. presently, in estimating design elements, the result varies according to the engineer and there are many cases that question the reliability of the results. Therefore, in this study, the alignment of highway was sampled using by the centerline path, the design elements of horizontal alignment were reduced by applying the Least Squares Method, and the accuracy was analyzed. By this method, IP, IA, R, $\Delta$R and A-parameter were also determined. By observing relatively long straight sections, the approximate values could be estimated, and particularly, the considerably accurate value of A-parameter was determined. This study, using the Least Squares Method, aims to contribute to the development of the alignment examination in frequent traffic accident regions.

• 국제학술발표논문집
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• The 5th International Conference on Construction Engineering and Project Management
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• pp.328-331
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• 2013

Incentive/Disincentive (I/D) contracting experiences in many states have been evaluated in terms of time and cost performance and substantial project time savings were found in many project cases. However, there is little understanding on individual project success factors for I/D projects during construction. This paper explores the significance of I/D clause in the success of the MacArthur Maze reconstruction project and summarizes a list of group causes that explains and elaborates on the detailed factors. The methods used for carrying out this study started with a search of online media and news reports and contract documents were also obtained from Caltrans. After review of the preliminary information, Interviews were performed with the Caltrans Resident Engineer and the contractor's project manager who were in charge of the MacArthur Maze reconstruction. In conclusion, the evaluation of their responses hinted at six significant cause groups responsible for the project's success. These groups can be listed as: 1) Motivation, 2) Policy, 3) Teamwork, 4) Communication, 5) Expectation, and 6) Resource Management.

• 한국터널지하공간학회 논문집
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• 제17권1호
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• pp.33-47
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• 2015

터널에 시공되는 콘크리트라이닝은 1차지보재의 열화를 가정하여 상부로부터 오는 하중을 부담할 수 있도록 설계하는 2차지보재로서, 설계자나 발주기관(client)의 의도에 따라 많은 차이를 나타내고 있다. 특히 풍화암이나 풍화토에 적용하는 지보패턴 4, 5패턴의 콘크리트라이닝 두께를 결정하는 변형계수값을 3패턴에 비해 크게 작은 값을 사용해 보수적으로 설계하고 있는 것으로 나타났다. 본 연구에서는 이런 현재의 여건을 감안 컴퓨터 프로그램(MIDAS-civil)을 사용 역해석을 실시하여 적정한 시공방안을 제시하고자하며, 본 연구를 위해 검토한 기존 프로젝트는 서울지하철 ${\bigcirc}{\bigcirc}$호선 ${\bigcirc}{\bigcirc}$공구의 시공사례를 활용하였다. 검토결과 콘크리트 라이닝 두께는 축소할 수 있는 것으로 나타났으며 이를 향후 서울시 도시철도 건설사업에 적용할 경우 경제적인 효과도 클 것으로 기대하고 있다.

• International Journal of Concrete Structures and Materials
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• 제4권1호
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• pp.9-15
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• 2010

Silica fume is a common addition to high performance concrete mix designs. The use of silica fume in concrete leads to increased water demand. For this reason, Florida Department of Transportation (FDOT) allows only a 72-hour continuous moist cure process for concrete containing silica fume. Accelerated curing has been shown to be effective in producing high-performance characteristics at early ages in silica-fume concrete. However, the heat greatly increases the moisture loss from exposed surfaces, which may cause shrinkage problems. An experimental study was undertaken to determine the feasibility of steam curing of FDOT concrete with silica fume in order to reduce precast turnaround time. Various steam curing durations were utilized with full-scale precast prestressed pile specimens. The concrete compressive strength and shrinkage were determined for various durations of steam curing. Results indicate that steam cured silica fume concrete met all FDOT requirements for the 12, 18 and 24 hours of curing periods. No shrinkage cracking was observed in any samples up to one year age. It was recommended that FDOT allow the 12 hour steam curing for concrete with silica fume.