• 한국농공학회지
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• 제22권3호
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• pp.60-74
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• 1980

Soil-cement mixtures involve problems in it's durability in grain size distribution and mineral composition of the used soils as well as in cement content, compaction energy, molding water content, and curing. As an attempt to solve the problems associated with durability of weathered granite soil with cement treated was investigated by conducting tests such as unconfined compression test, it's moisture, immers, wet-dry and freeze-thaw curing, mesurement of loss of weight with wet-dry and freeze-thaw by KS F criteria and CBR test with moisture curing on the five soil samples different in weathering and mineral composition. The experimental results are summarized as follows; The unconfined compressive strength was higher in moisture curing rather than in the immers and wet-dry, while it was lowest in freeze-thaw. Decreasing ratio of unconfined compressive strength in soil-cement mixtures were lowest in optimum moisture content or in the dry side rather than optimum moisture content with freeze-thaw. The highly significant ceofficient was obtained between the cement content and loss of weight with freeze-thaw and wet-dry. It was possible to obtain the durability of soil-cement mixtures, as the materials of base for roads, containing above 4 % of cement content, above 3Okg/cm$_2$ of unconfined compressive trength with seven days moisture curing or 12 cycle of freeze-thaw after it, above 100% of relative unconfined compressive strength, 80% of index of resistance, below 14% of loss of weight with 12 cycle of wet-dry and above 1. 80g/cm$_2$ of dry density.

• Restorative Dentistry and Endodontics
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• 제21권1호
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• pp.321-338
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• 1996

The purpose of this study was to evaluate the effect of moistening and air-drying of acid conditioned dentin and enamel on the marginal microleakage. In this study, Class V cavity were prepared on both buccal and lingual surface of sixty extracted human premolars with cementum margin. These specimens were randomly devided into three groups and three dentin adhesives(Scotchbond Multi-Purpose, All bond 2, Prisma Universal Bond 3) were applied to each group. The specimens in each group were subdevided into four groups (Wet/primed, Dry/primed, Wet/not primed, Dry/not primed) and the etched dentin and enamel surface were treated these four surface treatments prior to the placement of a bonding agent or adhesive. Wet/primed group was simply blot-dried with a damp facial tissue before primer placement ; Dry/primed group was air dried for 30 seconds before the placement of a primer ; Wet/not primed group and Dry/not primed group were not primed after blot dried and air dried for 30 seconds each group. The bonding agent and composite resin were applied for each group. All specimens were exposed to 500 cycle of thermal stress. Specimens were placed in a silver nitrate solution and then sectioned buccolingually through the center of the restoration. The dye penetrations of the specimens were observed with a stereo microscope. The statistical test were applied to the results using a one way analysis variance (ANOVA) and Duncan's multiple range test. The aspects of silver ion penetration into the resin/dentin interface were examined under scanning electron microscopy. The results were as follows. 1. In all groups, the enamel margin showed significantly lower leakage value than the cementum margin (p<0.05). 2. Regardless of various surface treatment and dentin adhesives, there was no significant difference at the enamel margins (p>0.05). 3. At the dentin margins, the leakage values of Dry/not primed group showed significantly higher than that of the other groups (p<0.05). The leakage values of Wet/primed group showed significantly lower than that of the other groups, but, there was no significant difference between Wet group and Dry group. 4. There was no significantly difference between the dentin adhesives regarding the surface treatments in all groups(p>0.05). 5. On the backscatterd scanning electron microscopy observation, the penetration of the silver ion occured at the bonding resin/dentin interface. In the Wet/primed group, resindentin hybrid zone and resin penetration into the dentin was observed. The resin tags were compactively formed to a thickness of $3\sim4{\mu}m$ at the upper part of dentinal tubules. In the Dry/primed group, the thickness of the hybrid zone and the diameter, depth of the resin tags diminished. In the Non-primed groups, the hybrid zone was not identified and few resin tag was observed. There was the gap formation in the resin/dentin interface.

• Geomechanics and Engineering
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• 제30권5호
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• pp.461-469
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• 2022

One of the most important factors that should be considered for using any ground improvement technique is the stability of stabilized soil and the durability of the provided solution for getting the required engineering properties. Generally, most of the earth structures that are constructed on clayey soils are exposing movements due to the long periods of drying or wetting cycles. Over time, environmental changes may result in swells or settlements for these structures. In order to mitigate this problem, this research has been performed on mixtures of high plasticity clay with traditional additives such as lime, cement and non-traditional additives such as polypropylene fiber. The purpose of the research is to assess the most appropriate ground improvement technique by using commercially available additives for resisting the developed desiccation cracks during the drying process and resisting the volume changes that may result during wet/dry cycles as an attempt to simulate the changes of environmental conditions. The results show that the fiber-reinforced samples have the lowest volumetric deformation in comparision with cement and lime stabilized samples, and the optimum fiber content is identified as 0.38%. In addition, the desiccation cracks were not visible on the samples' surface for both unreinforced and chemically stabilized samples. Regarding cracks resistance resulting from the desiccation process, it is observed, that the resistance is connected with the fiber content and increases with the increase of the fiber inclusion, and the optimum content is between 1% and 1.5%.

• Geomechanics and Engineering
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• 제36권1호
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• pp.9-18
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• 2024

With the rapid development of highways and railways, series of traffic safety issues emerged because of mudstone disintegration. To research on the mechanism and further guarantee the stability and safety of transportation infrastructure built on or near mudstone formations, the mudstone disintegration test of mudstone was carried out based on mudstone and sandy mudstone. The element types, cementation characteristics and pore characteristics of the tested specimens were studied by means of Scanning Electron Microscopy (SEM), X-ray Diffraction (XRD) and Image Pro Plus (IPP). The disintegration index of mudstone was approximately 1%, and even some specimens were difficult to be calculated, while the disintegration index of sandy mudstone is approximately 8.7%. According to the results, the two mudstones belong to grade II and III disintegration respectively, of which the sandy stone presents more extensive disintegration than mudstone. This phenomenon was distinguished that, the clay minerals of mudstone are approximately 25% more abundant than those of sandy mudstone, and the unit pore area is 20 ㎛² larger, which result in different microstructure and water absorption capacities. In the liquid phase, the ions in the mudstone specimens were exchanged and combined with water molecules in the environment during the whole disintegration process. This results in continuous spalling and fragmentation of clay minerals, the emergence of secondary fractures, and the deepening of primary fractures.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2000년도 추계학술대회논문집B
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• pp.309-313
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• 2000

An experimental study was conducted to analyze the characteristics of the showcase refrigeration system during frosting and defrosting process. Test showcase was constructed with a cooling capacity of 3RT including 3 evaporators. The dynamic characteristics of the system under frosting and defrosting conditions were investigated. Refrigerant temperature and pressure of the system, dry bulb and wet bulb temperature of air passing through the evaporator, air flow rate and compressor power were measured.

• 한국표면공학회지
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• 제50권6호
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• pp.523-530
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• 2017

In this study, we developed the h-BN interphase for ceramic matrix composites (CMCs) through a wet chemical coating method, which has excellent price competitiveness and is a simple process as a departure from the existing high cost chemical vapor deposition method. The optimum condition for nitriding an h-BN interphase using boric acid and urea as precursors were derived, and the h-BN interphase coating through a wet method on a carbon preform of 2.5 D was conducted to apply the optimum conditions to the CMCs. In order to control the coating property via the wet coating method, four parameters were investigated such as dipping time of the specimen in the precursor solution, the ratio of boric acid and urea in the precursor, the concentration of solution where the precursor was dissolved, and the cycle of dipping and dry process. The CMCs was fabricated through polymer impregnation and pyrolysis (PIP) processes and a three-point flexural strength test was conducted to verify the role of the coated h-BN interphase.

• 한국가구학회지
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• 제13권1호
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• pp.27-37
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• 2002

This study was investigated with the surface properties such as physical and accelerated tests of wood-based floorings. In physical test, hardness and abrasion resistance values of laminate floorings were higher than those of others. The center line average surface roughness($R_a$) of imported laminate flooring was highest value($1.34{\mu}m$) and that of imported solid wood flooring was lowest value($0.62{\mu}m$). In cold resistance and moist heat resistance, no defects were found on the surface of all flooring (crack, blistering, peeling, and gloss loss etc.) after testing. Wet-cold-dry cycle test showed that plywood flooring appeared some cracks. In accelerated weathering test, color difference increased with increasing Xenon arc light irradiation

• 한국잡초학회지
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• 제17권2호
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• pp.139-146
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• 1997

벼 직파재배답(直播栽培畓)의 효과적인 방제체계(除草體系)를 확립(確立)하기 위한 기초자료(基礎資料)를 얻고자 직파재배유형별(直播栽培類型別) 잡초발생생태(雜草發生生態)를 구명(究明)하기 위하여 수행한 시험결과를 요약하면 다음과 같다. 1. 건답직파재배답(乾畓直播栽培畓)에서는 생육초기(生育初期)에 피 바랭이 냉이 강아지풀 등 밭잡초의 발생이 많았으나 생육이 진전됨에 따라 올방개 사마귀풀 너도방동사니 등이 우점(優占)하였고, 담수직파(湛水直播)에서는 건답직파(乾畓直播)에 비하여 피의 우점도(優占度)가 낮았으며 물달개비와 사마귀풀이 우점(優占)하였다. 2. 잡초발생량(雜草發生量)은 건답직파(乾畓直播)가 담수직파(湛水直播)에 비해 1.8~2.4배 많았으며, 파종시기(播種時期)가 늦을수록 증가하였고, 단위기간당(單位期間當) 잡초발생량(雜草發生量)의 증가율(增加率)은 직파유형(直播類型)이나 파종시기(播種時期)에 관계없이 파종후 20일에서 40일 사이에 가장 높았는데, 파종시기(播種時期)가 늦어질수록 증가율(增加率)이 낮아졌다. 3. 일년생잡초(一年生雜草)의 발생비율은 건답직파(乾畓直播)보다 담수직파(湛水直播)에서 높은 반면 다년생잡초(多年生雜草)는 담수직파(湛水直播)에서 발생이 많았고, 파종시기(播種時期)가 늦어질수록 일년생잡초(一年生雜草)의 발생은 감소하고 다년생잡초(多年生雜草)는 증가(增加)하였다. 4. 잡초발생(雜草發生)의 Simpson지수(指數)는 건답직파(乾畓直播)가 담수직파(湛水直播)에 비하여 높았으며, 생육시기 별로는 초기에 비하여 생육이 진전될수록 특정초종(特定草種)의 우점(優占)으로 점차 높아졌다. 5. 잡초발생량(雜草發生量)은 직파유형간(直播類型間)에 통계적인 차이가 있었고, 파종시기(播種時期)에 의해서도 유의성이 인정되었으며, 직파유형과 파종시기간에는 교호작용(交互作用)의 효과(效果)가 있었다.

• Korean Chemical Engineering Research
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• 제59권1호
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• pp.16-20
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• 2021

PEMFC 고분자막의 내구성 향상을 위한 내구성 평가는 PEMFC 발전을 위해 매우 중요하므로 고분자막 내구성 평가 프로토콜(AST) 연구개발이 계속 되고 있다. 최근에 DOE의 고분자막 화학적/기계적 내구성 평가 AST가 개발되어 Nafion XL에 적용해 검토하였다. 평가시간을 단축시키기 위해 공기대신 산소를 Cathode 가스로 사용해 144시간만에 종료하였다. DOE AST가 가습 45초/건조 30초로 전압변화 횟수가 많아서 전극의 열화가 MEA 내구성에 더 많은 영향을 미쳤다. 그래서 가습 60초/건조 300초로 1사이클 시간을 길게하고 가습시간 대비 건조시간도 길게 하여 고분자막을 더 열화시키게 하였고, 240시간에 종료하였다. 고분자막 내구성 평가를 위한 DOE AST가 전극 열화도 동반됨을 확인하였다.

• 한국건설순환자원학회논문집
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• 제8권1호
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• pp.88-96
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• 2020

이 연구에서는 고흡수율 폴리머(SAPs)를 포함하는 시멘트계 재료의 자기치유에 대한 습윤/건조 반복 작용의 영향을 실험적으로 평가하였다. 매 주기마다 SAP 함량을 변수로 하는 시멘트 페이스트 시편을 균열 이후 1시간 동안 습윤 조건에 노출시키고(흡수율시험 및 투수시험 진행), 47시간 동안 건조 조건에 노출시켰다. 흡수율시험 결과 SAP 미혼입 시편, SAP 0.5%, SAP 1.0%, SAP 1.5% 혼입 시편의 균열을 통한 흡수율이 각각 1주기 대비 8주기 이후 22.9%, 36.8%, 42.8%, 46.3% 감소한 것으로 나타났다. 또한, 투수시험 결과 모든 시편의 균열을 통한 물 유출량은 습윤/건조 주기에 따라 점차 감소하였으며, 특히 SAP 함량이 증가할수록 유량 감소율은 증가하였다. 또한, X-ray CT 분석을 통해 균열 내 SAPs의 유입수에 의한 팽윤 거동이 확인되었다. 실험 결과는 SAPs가 유입수를 흡수하여 팽윤함에 따라 유효 균열폭이 감소될 수 있고, SAPs는 흡수한 물을 건조 조건에서 주변 균열부에 공급함에 따라 치유 생성물의 형성을 촉진시킬 수 있음을 나타낸다. 이 연구의 결과는 SAPs의 혼입이 균열의 수밀성을 증가시킴에 따라 시멘트계 재료의 자기치유 성능을 향상시킬 수 있음을 나타낸다.