• Korean Journal of Construction Engineering and Management
• /
• v.25 no.5
• /
• pp.32-40
• /
• 2024

In the construction industry, lack of reliability in the quality of recycled aggregates, harmful substance problems, and negative consumer perceptions limit the expansion of the use of recycled aggregates. In this respect, existing studies mainly focus on the use of recycled coarse aggregates in concrete in consideration of durability. On the other hand, in the case of recycled fine aggregates, not only are there insufficient cases applied to major structures, but the scope of application is very limited due to lack of awareness. Therefore, the main purpose of this study is to present the possibility of their application in bearing and non-bearing wall structures through physical characteristics experiments of concrete bricks for masonry according to various mixing ratios of recycled fine aggregates and cement amounts. To this end, the compressive strength and absorption rate of concrete bricks were measured focusing on the mixing ratio of the recycled fine aggregate and the crushed fine aggregate and the amount of cement. As a result, it is found that it is possible to use 100% of recycled fine aggregate for 200kg/m³ of cement or 25% of crushed fine aggregate mixed with 75% of recycled fine aggregate for the same amount of cement to achieve the compressive strength of 13MPa, witch is one of the quality requirements for concrete bricks for bearing walls. In addition, it is found that to meet the strength of 8MPa, one of the quality requirements for non-bearing walls, it is sufficient to use 100% of the recycled fine aggregate for 100kg/m³ of cement. Through the absorption rate tests, it is also confirmed that the absorption rate of the concrete brick is 13% or less by meeting the required performance criteria. This means that even if recycled fine aggregate is used in the manufacture of concrete bricks, the quality standards required by KS F 4004 (concrete bricks) can be sufficiently met.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.7 no.4
• /
• pp.71-78
• /
• 2012

Recycled aggregates are made from construction wastes, and they have many national and social benefits by saving energy, developing substitute resources, and protecting environment. However, low-quality recycled aggregate with low density and high absorption rate cannot be used for structural concrete aggregate but is used mainly for low added value. Therefore, this study aims to identify the characteristics of the materials of recycled aggregates made after crashing and pulverizing waste concrete. For this, their major physical characteristics of cement content, absolute dry density, absorption rate, etc. were reviewed to make a mix design (draft) for the production of the secondary product and performance evaluation was done on the bending strength, absorption rate, bending strength after freezing and thawing, compressive strength, air-dried gravity, etc. of the test products produced by applying the mix design to compare the results with the quality standards of GR mark. The results of the tests showed that the substitution rate of recycled aggregate increased to 50~90 %, which is of superior quality than the performance standards of GR F 4007. Therefore, it is thought that they can be used for various construction works with certain physical characteristics applicable to the production of secondary concrete products using recycled aggregates.

• Journal of the Korean Society of Earth Science Education
• /
• v.11 no.1
• /
• pp.21-37
• /
• 2018

The purpose of the study is to visualize the concept of water circulation in elementary school students through science behavioral system. Elementary school students found it difficult to understand concepts related to the water cycle. Most of the elementary school children think it rains because the clouds are heavier. It is most difficult to explain invisible concepts to elementary school children. Also, experiments in current textbooks are likely to disrupt scientific concepts. Accordingly, conventional water cycle, dew, fog, and cloud experiments were integrated into one system. The researchers then developed a device that allowed students to see the water's circulation at a glance. It is intended to enable integrated thinking on evaporation, condensation and precipitation. In addition, a instruction program to guide students using the system has been developed to demonstrate its effectiveness. Employing a quasi-experimental design, the participants were measured on their concepts of evaporation, condensation, and water circulation before and after participation. The findings indicated that the experiment is more effective in changing the concepts of evaporation, condensation, and water circulation than in previous experiments. Also, the optimal conditions for making use of the device were found, and there were no various experimental parameters, such as condensation.

• Journal of Korean Society of Forest Science
• /
• v.107 no.2
• /
• pp.140-150
• /
• 2018

For the estimation of greenhouse gas dynamics in forests, it is useful to use a model which simulates both carbon (C) and nitrogen (N) cycle simultaneously. A forest C model, called FBDC, was developed and validated in Korea. However, studies on development of forest N model are insufficient. This study aimed to suggest a development process of a forest C and N model. We analyzed the general features, structures, ecological processes, input data, output data, and methods of integrating C and N cycles of the VISIT, Biome-BGC, Forest-DNDC, and O-CN. The structure and features of the FBDC were also analyzed. The VISIT was developed by integrating forest C model with a N cycle module, and the new model also could be designed by combining the FBDC with a N cycle module. The VISIT and Forest-DNDC could estimate soil $N_2O$ emissions, and the integrated model should include the processes shared by these models. Especially, the overseas models linked C and N cycles based on N absorption, C absorption, and decomposition of dead organic matter. Therefore, the integration of the FBDC with N cycle module should apply this linkage of structures between C and N cycles. Climate, soil texture, and species distribution data, which are essential for the model development, were available in Korea. However, parameter data associated with N cycle and validation data for soil $N_2O$ emissions need to be obtained by field studies.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2017.05a
• /
• pp.461-461
• /
• 2017

기후변화 적응 유역 물순환 개선 기술은 기후변화가 진행 중에 있거나 예상되는 지역에 대하여 강우-유출수를 지연, 저류, 침투시켜 지속가능한 물순환체계를 유지 회복하도록 하는 기술이라 할 수 있다. 본 연구에서는 기후변화에 따른 국내 유역의 특성 및 기후를 반영하기 수월한 물순환 개선 및 평가시스템을 국내 기술로 개발하였다. 개발된 유역 물순환 개선 및 평가시스템은 기존 국가연구개발사업을 통해 개발되고 사업화에 성공한 바 있는 유역 물순환 평가 모형인 CAT(Catchment hydrologic cycle Assessment Tool)을 수정 및 개선하여 기후변화에 따른 영향을 평가하고 적응 대책을 수립하기 위한 실무적인 소프트웨어이다. 침투트렌치, 식생침투트렌치, 습지, 저류지, 빗물탱크 등의 물순환개선시설에 대한 효과를 평가할 수 있도록 개별시설의 제원에 따른 물순환개선 효과를 정량적으로 평가할 수 있다. 본 연구의 대상유역으로는 팔당댐 상류의 경안천 유역을 선정하였다. 경안천 유역의 기후변화에 따른 물순환 개선 기술 적용을 위해서 기후변화 시나리오 자료는 기상청 수원 측후소의 1976~2099년 FGOALS-s2, HadGEM-ES, INM-CM4 RCP8.5 시나리오를 적용하였으며 분석기간은 2020s(2010~2039), 2050s(2040~2069), 2080s(2070~2099)로 구분하였다. Baseline은 수원 측후소 과거 30년 1971~2000년 자료를 이용하였고 각 시나리오별 수문성분 및 구조적 물순환 개선기술 적용에 따른 수문성분을 비교 분석하였다. 물순환 개선기술 시나리오 중 침투시설 시나리오는 도시 면적의 20%, 설계침투량은 일본 우수저류침투기술협회 기준인 단위면적($1m^2$)당 10mm 적용하였고, 빗물저장시설 시나리오의 저장시설의 용량은 수도법시행규칙(2011)의 빗물 이용시설기준(도시면적 ${\times}0.05$)을 적용하였다. 시나리오별 강우량은 HadGEM-ES가 증가폭이 크게 나타났고 INM-CM4는 2080s에서 감소 경향을 보였다. 증발산량은 거의 모든 시나리오에서 대부분 감소하였고, 개선기술 적용에 따라 크게 증가하거나 감소폭이 줄어들었다. 직접유출량 및 중간유출량은 기후변화 시나리오별 강우증가분에 따른 미세한 증가 양상을 보였고, 개선기술 적용에 따라 약간 증가하는 양상을 보였다. 지하수유출량의 경우 침투시설 적용으로 함양량이 크게 증가함에 따라 증가폭이 매우 크게 나타났다.

• Transactions of the Korean Society of Mechanical Engineers B
• /
• v.37 no.12
• /
• pp.1079-1089
• /
• 2013

The flow characteristics in a solid particle incinerator are investigated numerically for high burning rate of wastes. The studied incinerator employs both a swirl flow used in the furnace of powerplants and a design concept applied to a rocket combustor. As the first step, the non-reactive flow field is analyzed in the incinerator with primary and secondary injectors through which solid fuel and air are injected. The deflection angle of a primary injector, inclination angle of a secondary injector, and gap between the two types of injectors are selected as design parameters. The swirl number is adopted for evaluating the degree of swirl flow and estimated over wide ranges of three parameters. The swirl number increases with deflection angle, but it is affected little by inclination angle. Recirculation zones are formed near the injectors, and their size affects the swirl number. The swirl number decreases with the zonal size of recirculation. From the numerical results, the design points can be found with strong swirl flow.

• Proceedings of the IEEK Conference
• /
• 1999.11a
• /
• pp.380-383
• /
• 1999

본 논문은 Booth 알고리즘을 사용하는 새로운 VQB제산기를 제안한다. 본 논문은 Macsorley의 제산 알고리즘에 기본 원리가 같은 제곱근 알고리즘을 추가하였으며, 이를 VQB 알고리즘이라고 명명하였다. 본 논문은 VQB 제산기의 두 가지 설계를 구현하였다. 하나는 계수를 사용하지 않는 설계 (A) 이며, 둘은 [1/2, 2]의 계수군을 사용하는 설계 (B)이다. 설계 (A)는 순환할때마다 2.54 비트의 부분 몫을 결정하며 설계 (B)는 2.74 비트를 결정한다. 본 논문은 VQB 제산기의 성능지표를 좌우하는 제곱근을 위주로 하여 SRT 제산기와의 비교를 시도하였다. VQB 는 처리량과 설계 노력 면에서 SRT를 앞서며, 면적과 임계지연 면에서는 SRT와 서로 견줄만한 수준이다. 표준셀 0.35㎛ CMOS 공정으로 구현될 때, 설계 (A)의 임계지연은 9.69㎱ 이며, 설계 (B)는 11.05㎱이다.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.1 no.2
• /
• pp.120-127
• /
• 2013

Vam Cong Cable Stayed Bridge which has 450m main span length is one of the Central Mekong Delta Region Connectivity Project and is located in Cuu Long Delta Region. It has steel-concrete composite girder with 4 lane and the type of cable is multi strand cable. The improved H-shape pylon and cast-in-place bored piles were applied. High strength concrete is applied for pylon, precast concrete slab and Cast-in-Situ concrete pile to ensure the structural safety. The present paper describe the design specifications and main features of Vam Cong Cable Stayed Bridge design.

• The Journal of the Institute of Internet, Broadcasting and Communication
• /
• v.17 no.5
• /
• pp.209-215
• /
• 2017

In this paper, an antenna having 2-axes cross monopulse for Ka band millimeter-wave seeker is designed and antenna performance is verified through vacuum-brazing method for fabrication and measurement. Also, by designing and manufacturing a waveguide circulator the antenna including the circulator is measured. Radiating part of the antenna takes optimized slot lengths and offsets from Elliot's array synthesis procedure using the generic algorithm and feeding part for cross monopulse axes uses the folded waveguide to optimize the S-parameter result. Based on this method, the antenna has 33.3 dBi gain, $3.5^{\circ}{\pm}0.5^{\circ}$ beamwidth, below -23 dB SLL through fabricating and measuring. It is found that antenna characteristics is similar to design results.

• Journal of Wetlands Research
• /
• v.16 no.3
• /
• pp.411-421
• /
• 2014

At present, the development in rainwater management approach is still insufficient due to the numerous adverse effects of urbanization. Storm water management is being developed to restore the natural state of water cycle undergoing several processes which were hindered such as infiltration and evapotranspiration. Low Impact Development (LID) was established in order to reduce the negative effects of urbanization to our environment. These developments can be used to respond to the effects of climate change such as heat island phenomenon. The effects of the development of new town in the district plan with application of LID facilities were studied and reported. Typically, LID facilities were applied in small scale development and were rarely used in large-scale development. Most of studies, however, did not assessment the effects of large-scale development projects with LID application to the natural water cycle. This study was conducted to simulate the urban hydrologic cycle simulation on Asan-Tangjeong in Korea. This study may be used in urban hydrologic cycle simulation and establishment of an urban water management plan in the future. Lastly, this study generated a model using the recently updated SWMM5 which determined the hydrologic cycle simulation after installation of LID facilities.