• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2011.04a
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• pp.7-11
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• 2011

A velocity-compounded(VC) turbine for the 75ton turbopump was developed as an improved performance backup for the single-rotor baseline turbine. Curvic coupling was adopted for the power transmission between the rotors and shaft. High temperature torsion test and spin test was performed for the curvic coupling design validation. Aerodynamic performance test revealed that VC turbine can generate 20.5% higher specific power than the baseline turbine.

• Proceedings of the Korea Information Processing Society Conference
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• 2009.04a
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• pp.796-799
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• 2009

재해 및 재난 발생에 따른 피해를 최소화하고자 무인헬기 기술과 IT기술의 실시간 방재 시스템을 융합하여 광범위한 환경을 대상으로 실시간 다각적 정보수집 기능을 제공하는 연구가 진행 중이다. 소형무인헬기에 개량된 자동항법기능과 무선 네트워크 기반의 실시간 멀티미디어 중계기능을 탑재하고 쉽게 사용 할 수 있는 지상관제시스템을 개발하여 대형재난 현장에 사용하면 다각적 동영상과 재해 현장 정보를 실시간으로 제공함으로써 초기 대응을 할 수 있어 재난의 확산을 최대한 방지 할 수 있다. 본 논문에서는 이러한 시스템을 보다 효과적으로 개발하기 위한 HILS(Hardware in the Loop Simulation) 기반 무인헬기 시뮬레이션 환경을 개발하고자 한다.

• Tunnel and Underground Space
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• v.28 no.6
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• pp.528-546
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• 2018

Cases of TBM tunnelling have been consistently increasing worldwide. In many recent subsea and urban tunnelling projects, TBM excavation has been preferably considered due to its advantages over drill and blast tunnelling. Difficult ground conditions are highly probable to appear in subsea and urban tunnels because of the shallow working depth and alluvial characteristics. Under the difficult ground conditions, ground reinforcement measures should be considered including grouting, while it is of great importance to select the optimal grout material and injection method to cope with the ground condition. The benefits from TBM excavation, such as fast excavation, increased safety, and reduced environmental impact, can be achieved by applying appropriate ground reinforcement with the minimum overrun of cost and time. In this report, various grouting methods were reviewed so that they can be applied in difficult ground conditions. In addition, domestic and international cases of successful ground reinforcement for difficult grounds were introduced for future reference.

• Journal of the Korean Geotechnical Society
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• v.23 no.7
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• pp.37-46
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• 2007

In the practice of preloading method for soft ground improvement, field engineers need information of ground properties, construction works and field monitoring on ground behaviors of the site. So, integrating all these informations into one database can provide more efficient way for managing and utilizing the data for construction management. In this study, integrated system for construction management of ground improvement sites under preloading is developed. The developed system consists of database (DB) and application program. The database contains all collected data in a construction site and processed data in the system with their geographic information. All informations in the database are standardized from the result of data characterization. Application program performs various functions on managing and utilizing information in the database; pre- and post- data processing with graphic visualization of output, spatial data interpolation, and prediction of ground behavior using field measuring data. And by providing integrating informations and predictions over entire project area with comprehensible visual displays, the applicability and effectiveness of the developed system for construction management were confirmed.

• Proceedings of the Korean Geotechical Society Conference
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• 2004.03b
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• pp.261-273
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• 2004

An in-hole seismic method has been developed to meet the requirement of economical testing cost and practicality in engineering practice to measure dynamic soil properties. The in-hole prove developed herein is small and light enough to be fit in three-inch boreholes and to be handled with bare hands. And author modified the existing equipment for the convenient purpose. In addition, the best damper suited to in-hole test was also developed. The performance of the source has been evaluated through extensive cross-hole tests and in-hole tests at various sites.

• Journal of the Korean Geotechnical Society
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• v.18 no.4
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• pp.33-43
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• 2002

Recently, as large constructions on the coast increase, an application of a surface layer stabilization method which is one of the improvement methods for dredged soft clay has increased. However, there are few studies about this. The purpose of this study is clarifying characteristics of ultra-soft marine clay and hardening agent. Also, it is verifying an optimal mixture ratio of hardening agent through the laboratory tests according to designed experiments and proving by statistical analysis and pilot tests. Laboratory tests were performed with proper hardening agent and test soil in accordance with the design of experiments. Regression equations between hardening agents materials and unconfined compressive strength were derived from the tests. The applicability of regression equations were also verified by pilot tests. From the test results, it was found that hardening agent materials(cement, slag, fly-ash, inorganic salts, arwin, gypsum etc.) have some effect upon compressive strength. The optimal mixture ratio which satisfies the required compressive strength was derived from the statistical analysis. The effect of ground improvement by cements and hardening agents was confirmed through the pilot tests. This study will suggest data for design or construction criteria of stabilization of surface layer on ultra-soft marine clay.

• Journal of the Korean Wood Science and Technology
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• v.34 no.6
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• pp.21-28
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• 2006

This study was carried out to examine the effect of soil improvement according to the shape of charcoal and the kind of carbonized tree species. As the results, all of the seedlings of Thuja occidentalis and Aesculus turbinata grew better in the charcoal-treated soil than the non-treated soil. In case of powder charcoal, Thuja occidentalis seedlings grew up best in the soil treated with powder charcoal of Pinus koraiensis and then grew well in order of Larix leptolepis > particle board > Quercus acutissima. In case of granulated charcoal, the seedlings grew well in order of the granulated charcoal of Larix leptolepis > particle board > Pinus koraiensis. It was analyzed that the soil porosity and the organic matter content were mo re in the charcoal -treated soil than the non-treated soil also. It is inferred that because the aeration property and the absorption of organic matter were increased in the root zone, the growth of seedlings was better in the char-coal-treated soil.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.30 no.9
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• pp.17-26
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• 2001

최근 국제적인 여건과 사회적인 상황이 급변하여 대량생산-대량소비지향으로 인한 폐기물의 대량방출사회에서 지구환경보전을 중시하는 사회로 전환되어 가고 있다. 지구환경의 보전을 위하여 다양한 분야에서 각종 논의가 진행되고 있는 가운데 건축분야에서도 지구기후변화에 영향을 미치는 것으로 알려져 있는 이산화탄소배출의 억제와 폐기물 삭감 등에 대한 관심이 증대되고 있다. 최근 관심이 집중되고 있는 건축물의 장수명화와 리모델링도 이러한 움직임과 궤틀를 같이 하는 것이다. 물론 리모델링은 신축시장의 급감에 따른 대체시장으로서 검토되고 있는 측면이 더 크게 작용하고 있는 것도 사실이지만, 그동안 신축에 대한 집중적인 투자에 중점이 두어져 재고건축물에서 간과해 왔던 유지관리와 리모델링에 대한 중요성 인식이 결부되어 있다고 보여진다. 사실 지금까지 리모델링이 전혀 이루어지지 않았던 것이 아니라 일반건축물 부문에서는 상당부분 이루어져 왔으며, 공동주택 부문에서도 극소수 이루어져 왔다. 리모델링에 대한 정의와 개념을 어떻게 보느냐에 따라 많은 차이가 있을 수 있지만, 리모델링은 건축물 또는 외부공간의 성능 및 기능의 노후화나 진부화에 대응하여 보수, 수선, 개수, 부분증축 및 개축, 제거, 새로운 기능추가 및 용도변경에 이르는 광범위한 행위를 포함한다. 리모델링을 통하여 건축물의 성능을 유지하거나 향상시켜 쾌적하고 건강한 건축물의 재고 를 구축함과 아울러 건강한 지역환경을 조성하여 국민생활의 질적인 향상을가져옴으로써 환경을보전하 고 자원낭비를 줄여 지속가능한 건축물과 사회를 만들어 갈수있도록 하는 것이다. 건축물에서 리모델링을 하게 되는 동기는 시간이 흘러 물리적인 측면이나 기능적인 측면에서 노후화가 발생하거나 기능적인 요구가 변화함에 따라 건설당시의 성능이나 기능유지가 어렵거나 건설당시의 기능만으로는 요구조건을 만족함 수 없기 때문에 건설 당시의 수준을 유지하거나 새로운 요구에 적합하도록 향 상시키기 위해서는 물리적 또는 기능적인 개선이나 개량이 필요하기 때문이다. 물리적인 개선이나개량을위하여 중요한것은건축 물을 구성하는 자재나 부품의 수명문제이다. 수명의 길이차이가 건축물의 리모델링에 영향을 주고 있을 뿐만 아니라 서로 다른 수명의 자재나 부품의 접합상태가 리모델링 공사에 많은 영향을 미치게 된다. 리모델링 공사가 신축공사의 70-80% 정도의 공사비가 소요되기 때문에 리모델링 공사가 어렵다는 업체의 불만은 바로 이러한 점을 극명하게 드러내는 좋은 사례이다. 본 고는 이러한 측면에서 건축물의 장수명화를 근간으로 한 설비의 리모델링을 용이하게 하기 위한 건축 계획 및 구법에 대하여 고찰하고자 한다. 그리고 본 고는 기존건축물의 설비자체의 보수나 개수를 용이하게 하는 것에 초점이 맞추어진 것이 아니라 건축설계 및 시공시에 향후 설비부분을 용이하게 개.보수할 수 있도록 배려하는 측면을 중심으로 설명하였다.

• Journal of Ocean Engineering and Technology
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• v.25 no.6
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• pp.97-104
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• 2011

Modified C95600 bronze contains Fe component of 0.7 weight percentage besides Cu-7Al-2.5Si composition. The shape of centrifugal cast is a circular pipe with thick wall. Specimens machined from the centrifugal cast were quenched in oil after isothermal holding at a given heat treatment temperature in the range of $700{\sim}900^{\circ}C$. Mechanical properties and structural morphology are depended on the quenching heat treatment temperature regardless of isothermal holding time. Tensile strength or Brinell hardness is increased with increasing heat treatment temperature. The microstructure caused by quenching contains mixing phases of ${\alpha}+{\beta}'+FeSi+{\kappa}$ which martensite of ${\beta}'$ phase has been transformed from ${\beta}$ phase. Effect of isothermal holding temperature on mechanical properties in case of quenching heat treatment attributes to the change of volume fraction of ${\beta}'$ on the structural morphology. Mechanical characteristics of specimen, initially quenched from $850^{\circ}C$, and then tempered at $500^{\circ}C$, does not show an obvious softening indication, because disappearance of ${\beta}'$ during tempering process can be compensated by precipitation of brittle phase ${\gamma}$.

• Journal of Korean Society of Environmental Engineers
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• v.22 no.10
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• pp.1799-1808
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• 2000

To investigate the applicability of loess as a coagulant. the optimum conditions of coagulation and efficiency comparison of several coagulants (PAC, PACS, LAS) in chemical treatment of livestock wastewater were performed. As a result, the optimum mixing ratio of loess and lime(CaO) was 3:7. The optimum dosage of the mixed coagulant was 30 g/L. The optimum speed for rapid mixing of the mixed coagulant was 200 rpm at 1 min. and the optimum speed for slow mixing was 50 rpm at 10 min. The mixed coagulant showed the removal efficiency of turbidity, SS, BOD, $COD_{cr}$. T-P and TKN to 95.8%, 92.5%, 71.6%, 71.1%, 98.2% and 32.5%, respectively, which was better than other several coagulants. The mixed coagulant was possible to use as substitutional coagulants of traditional coagulant, and the producted sludge can use as a soil amendments.