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국방 R&D사업 시스템엔지니어링 적용사례 및 발전방안 연구 - 저고도레이더 업체주관 연구개발사업 사례 중심으로 -
박경일,편완주,박영원,Park, Kyeong-Il,Pyun, Wan-Joo,Park, Young-Won 한국시스템엔지니어링학회 2008 시스템엔지니어링학술지 Vol.4 No.2
Application of system engineering should be realized on necessary condition being to propel National Defense R&D Program. But, these necessity is yet not realized easily to many project managers of Defense Acquisition Program Administration(DAPA). As one person of DAPA project manager, system engineering hard to approaches easily by the word itself. There are a lot of difficult sections where should apply how. This paper established DAPA Project Manager and Acquisition Point of Contact of demand Military by main customer (reader), and wished to make understood more easily and approach system engineering application to these. Also, this paper studied project management example that scientific project management techniques of Earned Value Management(EVM) and Cost As an Independent Variable(CAIV) etc. is taken abuzz in DAPA inside by Project management technique that become reform, arc Integrated in system engineering.
박경일,이현종,이광호,이석근,Park, Kyung-Il,Lee, Hyun-Jong,Lee, Kwang-Ho,Rhee, Suk-Keun 한국도로학회 2001 한국도로포장공학회 논문집 Vol.3 No.3
켐크리트 개질 아스팔트 혼합물은 산소와 고온의 온도조건에서 급속하게 경화된다. 켐크리트 개질 혼합물을 아스팔트 포장의 표층에 적용할 경우 이러한 과다한 경화로 인하여 조기 균열이 발생되기도 한다. 이러한 조기 균열의 발생을 완화하기 위하여 켐크리트 개질 혼합물을 아스팔트 포장의 기층에 적용하고 있다. 본 연구에서는 켐크리트 개질 아스팔트와 혼합물의 공용성을 규명하기 위하여 아스팔트 바인더에 대해 동적유동시험 및 처짐보유동시험 등을 실시하였고 혼합물에 대한 일축인장 피로 및 휠트래킹, 수분손상 시험 등을 실시하였다. 또한 현장에서 채취한 시편에 대해 회복탄성계수시험을 실시하여 일반 및 켐크리트 개질 혼합물의 강성을 비교분석하였다. 이상의 시험결과로부터 켐크리트 개질 혼합물은 일반 혼합물에 비해 소성변형에 대한 저항성이 크다는 것을 알 수 있었다. 그러나 켐크리트 혼합물이 추운지방에 사용될 경우 저온균열의 문제가 발생할 가능성이 있을 것으로 사료된다. 켐크리트 혼합물을 기층에 적용하여 2년 이상 경과한 경우 켐크리트 개질 혼합물은 일반 혼합물에 비해 강성이 약 50% 정도 증가됨을 알 수 있었다. The stiffness of chemcrete modified asphalt mixtures increase rapidly with time in the presence f oxygen and high temperature, Sometimes the asphalt pavements that have chemcrete modified asphalt mixture applied on the surface none show premature cracking because of the excessive increase in the stiffness f the asphalt mixtures. To mitigate this premature cracking, the chemcrete modified mixtures have been used as a base course material. In this study, the performance of the chemcrete modified asphalt binder and mixtures are investigated through a course of various laboratory tests including dynamic shear rheometer and bending beam rheometer tests for binders and uniaxial tensile fatigue, wheel tracking, and moisture damage tests for the mixtures. And also the resilient modulus of the conventional and chemcrete modified mixtures are compared based on the test results conducted on the specimens obtained from various in-situ test sections. It can be concluded from the tests results that the chemcrete modified mixtures show better rutting resistance than conventional mixtures. The chemcrete modified mixtures may have low temperature cracking when it is applied in the cold region. The stiffness of chemcrete modified mixtures is approximately 50 percent higher than that of conventional mixtures more than two years after the chemcrete modified mixture was applied in the base course.
박경일 ( Kyoung Ll Park ),김영준 ( Young Jun Kim ),김도훈 ( Do Hoon Kim ) 한국수산경영학회 2013 수산경영론집 Vol.44 No.1
This study is aimed to analyze economic effectiveness of the sea cucumber seed releasing program in Gyeongsangbuk-do region. Based on the surveyed data, the production value of released sea cucumber and the seed releasing program cost are estimated and compared to determine the economic validity of the sea cucumber seed releasing program. Results show that the B/C ratio, as an indicator of economic evaluation, is 2.0, indicating that the sea cucumber seed releasing program in Gyeongsangbuk-do region would be economically feasible under the current production and market conditions. Sensitivity analyses of main variables indicate that the economic effectiveness can be increased when the recapture rate would be increased and the seed price of sea cucumber would be decreased.