• 공업화학
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• 제9권6호
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• pp.798-802
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• 1998

탄소제립물은 야자각 분말을 coal tar 용액과 혼합시켜 성형한 후, 이를 여러 가지 온도에서 탄화시켜 제조하였다. 탄소제립물의 미세공 조절을 위하여 질소분위기에서 벤젠 증착시간을 변화시켰다. 여러 가지 시료에 대해서 SEM을 이용하여 얻은 Morphology와 진밀도를 비교하였고 Cahn D-200장치를 이용한 산소 및 질소의 흡착속도를 측정하여 가스의 확산계수, 분리계수 및 흡착평형량을 얻었다. 흡착특성 결과의 분석을 통해 분자체 제조에 적합한 탄화온도와 변형시간은 각각 $800^{\circ}C$와 10분이며, 이때 산소와 질소의 분리계수는 26.4임을 알 수 있었다.

• Advances in concrete construction
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• 제2권4호
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• pp.249-259
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• 2014

Mortar is a masonry product which is matrix of concrete. It consists of binder and fine aggregate and moreover, it is an essential associate in any reinforced structural construction. The strength of mortar is a special concern to the engineer because mortar is responsible to give protection in the outer part of the structure as well as at a brick joint in masonry wall system. The purpose of this research is to investigate the compressive strength and tensile strength of mortar, which are important mechanical properties, by replacing the cement and sand by stone dust. Moreover, to minimize the increasing demand of cement and sand, checking of appropriateness of stone dust as a construction material is necessary to ensure both solid waste minimization and recovery by exchanging stone dust with cement and sand. Stone dust passing by No. 200 sieve, is used as cement replacing material and retained by No. 100 sieve is used for sand replacement. Sand was replaced by stone dust of 15%, 20%, 25%, 30%, 35%, 40%, 45% and 50% by weight of sand while cement was replaced by stone dust of 3%, 5%, and 7% by weight of cement. Test result indicates that, compressive strength of specimen mix with 35% of sand replacing stone dust and 3% of cement replacing stone dust increases 21.33% and 22.76% respectively than the normal mortar specimen at 7 and 28 days while for tensile it increases up to 13.47%. At the end, optimum dose was selected and crack analysis as well as discussion also included.

• Korean Membrane Journal
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• 제5권1호
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• pp.43-53
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• 2003

The selectivity of a gas in the carbon molecular sieve membrane (CMSM) can be expressed as the ratio of the product of the diffusivity and the solubility of two different gases. The diffusivity is also expressed as the product of the entropy and the total energy (kinetic and potential energy) in the nano-sized pore of the membrane. The present study calculates the entropic-energy and selectivity of penetrant gases such as H$_2$, O$_2$, N$_2$, and CO$_2$ from the gas-in-a box theory to physically analyze the diffusivity of penetrant gas in slit-shaped pore of CMSM focusing on the restriction of gas motion based on the size difference between penetrant gas pairs. The contribution of each energy term is converted to entropic term separately. By the conjugated calculation for each entropic-energy, the entropic effects on diffusivity-selectivity for gas pairs such as H$_2$/N$_2$, CO$_2$/N$_2$, and O$_2$/N$_2$ were analyzed within active pore of CMSM. In the activated diffusion domain, the calculated value of entropic-selectivity lies between 9.25 and 111.6 for H$_2$/N$_2$, between 3.36 and 6.0 for CO$_2$/N$_2$, and between 1.25 and 16.94 for O$_2$/N$_2$, respectively. The size decrement of active pore in CMSM had the direct effect on the reduction of translational entropic-energy and the contribution of vibrational entropic-energy for N$_2$, O$_2$, and H$_2$ was almost negligible. However, the vibrational entropic term of CO$_2$ might extravagantly affect on the entropic-selectivity.

• 한국기계가공학회지
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• 제20권2호
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• pp.8-13
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• 2021

The study for soil has been conducted separately by several areas such as soil mechanics and soil chemistry. Soil is important in terms of prediction of how the plant grow with nutrient requirement. Also, soil is important for machines to work on to solve labor shortage and save farmers from harsh environment during farm work. To meet diverse needs related to soil in agriculture, the soil related study needs to be conducted synthetically. Thus, we tried to obtain the data related to soil chemistry including pH and Electrical Conductivity (EC) with data related to soil mechanics including Cone Index (CI), moisture content, soil classification. Specifically, the condition of the field was set to be cultivated at least for five years continuously at a first step. The soil was taken from 30 sites. CI was obtained using the soil penetrometer and soil classification was conducted using sieve analysis with eight kinds of sieve. The soil was taken on December when is during winter in Korea. There was variation of data including moisture content and CI.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.217-222
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• 2003

This study was carried out to investigate the geotechnical characteristics and field application of soil mixed with waste lime. Waste lime used in this study is producted as a by-product in the manufacturing process of making Na$_2$CO$_3$from local chemical factory in Incheon. Currently about 320 milton tons of waste lime are accumulated and annually 100,000 tons are producted. In this study, feasible use of waste lime mixed with granited whathered soil, clay, crushed rock was invesigated through laboratory tests including specific gravity test, sieve analysis, hydrometer analysis, compaction test, CBR test. Field investigations were conducted on the road construction site in Incheon.

• 한국주조공학회지
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• 제1권3호
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• pp.19-29
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• 1981

An emphasis has been placed on the importance of selecting a sand for furan sand process, which ie affected by the properties of sand. Investigations have been carried out to use the domestic artificial sands for the furan sand process. For laboratory investigations, the sands have been prepared and tested for chemical analysis, loss on ignition, sieve analysis, AFS grain fineness number, grain shape, PH value, acid demand, surface shape, theoretical surface area, moisture absorption, crushing durability and compressive strength and S. S. I. of molding sands. Most commercial sands have been found to be able to be used. The main requirement of the sands has been shown to be that 3 or 4 screen sands, AFS no.40-70 (or 100), of low acid demand, good surface area and good grain shape require less resin and catalyst to give an adequate strength.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2006년 창립20주년기념 정기학술대회 및 국제워크샵
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• pp.441-444
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• 2006

Nakdong river estuary is located at south-eastern coast if the Korea. Especially, Complicating topography change is generated by interaction of much sediment, wave and tide. This study is investigated into observation data of grading size distribution in the post and surface sediment characteristics is investigated into grading size analysis using sieve analysis in Nakong river estuary. As a result, mean diameter of surface sediment is distributed to front of shoal as a size with 0.1~0.2 mm and mean diameter of the last generated shoal is about 0.2~0.3 mm.

• 방사성폐기물학회지
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• 제17권1호
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• pp.1-13
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• 2019

후쿠시마 원자력 발전소의 사고로 인해 일본 동부 지역에 다량의 방사성 핵종이 축적되었다. 이러한 방사성 물질은 숲, 도시, 하천, 호수를 포함한 넓은 범위에서 관측되고 있다. 방사성 세슘의 토양 입자에 강하게 흡착하는 특성 때문에 방사성 세슘은 침식된 토사와 함께 이동하여, 인구가 밀집한 하천 하류지역으로 그리고 연안으로 서서히 이동한다. 본 연구에서는 수생환경의 오염된 토사의 이동을 재현하기 위한 수치모델을 개발하고, 그 성과의 일부를 한국원자력연구원 내에 위치한 침식된 토사 관측 장비에서 관측된 결과와 비교하였다. 수집된 토사 시료의 입경 특성을 분석하기 위해서 표준 체분석과 이미지 분석법을 적용하였다. 수치 모델은 초기 포화도, 강우의 토사 침투율, 멀티 레이어, rain splash 등을 고려하여 현실의 강우에 따른 토사의 이동을 시뮬레이션 할 수 있도록 개발하였다. 2019년 연구에서는 수치모델에 나무에 의한 강우 쉴드 효과, 증발효과, 표면물의 쉴드 효과 등이 추가될 계획이다. 토사 유실 관측 장비를 2018년부터 월성 원전 인근에 설치해 지속적으로 관측 자료를 수집하고 있다. 이러한 관측자료를 기반으로 방사성 핵종의 강우, 하천, 연안으로 이동하는 장기 영향 평가 수치모델을 개발할 계획이다.

• 한국해안해양공학회지
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• 제13권1호
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• pp.35-45
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• 2001

현재 군장국가공단 조성지역은 방조제 체절작업이 완료된 상태로 방조제 외측은 물론 내측 수역도 조석운동을 하는 특이한 형태의 거동을 보이고 있다. 본 연구에서는 방조제의 파이핑에 대한 위험 가능성을 조사하기 위하여 유한요소법을 이용한 침투해석을 실시하였다. 방조제의 경우 외측 수역의 조석운동으로 인하여 비포화 침투를 고려한 비정상 흐름해석이 필요하다. 특히 대상해역에서는 내측 수역도 외측 수위의 영향을 받아 조석운동을 하기 때문에 이에 대한 고려가 필요하다. 따라서 경계조건을 구하기 위하여 방조제 내외측에 조위계를 설치한 후 그 결과를 이용하였다. 또한 성토재의 재료를 조사하기 위하여 입도분석을 실시하였다. 얻어진 결과를 이용하여 방조제 전후면의 조위변화를 고려한 해석을 실시하였으며, 계산결과를 한계속도와 비교하였다.

• 한국농공학회논문집
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• 제65권3호
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• pp.15-28
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• 2023

The compaction properties of the soil change depending on the physical properties, and are also affected by crushing of the particles. Since the particle size distribution of soil affects the engineering properties of the soil, it is necessary to analyze the material properties to understand the compaction characteristics. In this study, the size of each sieve was classified into four in the particle size analysis as a material property, and the compaction characteristics were evaluated by multiple regression and maximum dry unit weight. As a result of maximum dry unit weight prediction, multiple regression analysis showed R² of 0.70 or more, and DNN analysis showed R² of 0.80 or more. The reliability of the prediction result analyzed by DNN was evaluated higher than that of multiple regression, and the analysis result of DNN-T showed improved prediction results by 1.87% than DNN. The prediction of maximum dry unit weight using particle size distribution seems to be applied to evaluate the compacting state by identifying the material characteristics of roads and embankments. In addition, the particle size distribution can be used as a parameter for predicting maximum dry unit weight, and it is expected to be of great help in terms of time and cost of applying it to the compaction state evaluation.