• 한국구조물진단유지관리공학회 논문집
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• 제22권4호
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• pp.10-18
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• 2018

본 연구는 시멘트 모르타르속에 매입된 철근주위가 건조될 때 불안정한 전류분포의 영향을 측정하고, 교류 임피던스 특성변화에 대한 영향을 고찰하는 것을 목적으로 한다. 건조과정중 철근의 전기화학적 반응을 측정하기 위해, 두 개의 철근이 매입된 3개의 시멘트 모르타르가 실험을 위해 준비되었다. 주요 변수는 20mm 모르타르 두께를 동일하게 가지도록 하여, 두 철근사이의 간격이 10, 20과 30mm가 되도록 하였다. 해양환경에서 콘크리트 구조물속의 철근 부식속도를 가정하기 위해서, 3개의 모르타르 시험체는 15 사이클의 침지-건조환경(해수에서 24시간 침지와 48시간 실온 건조)에 노출되었다. 부식전위의 변화는 건조중에 용존산소의 확산속도 증가로 인해 귀한 방향으로 이동하는 것이 관찰되었다. 침지-건조환경에서 교류 임피던스는 100kHz에서 1mHz까지 측정되었다. 철근과 모르타르사이의 계면상태를 설명하기 위해 이론적 모델이 제안되었으며, 그것은 용액저항, 전하이동저항과 CPE로 구성된 등가회로를 사용하였다. 철근의 부식이 진행됨에 따라, 저주파수 영역에서 확산 임피던스가 나타났다. 침지-건조 환경중 건조과정에서 이송차가 $45^{\circ}$에 가까워지는 현상으로써 전류분포가 불균일해지는 경향을 보였다.

• 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%.

• 한국농공학회지
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• 제20권1호
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• pp.4599-4613
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• 1978

This study was intended to investigate the effects of bituminous material content of soil-cement mixtures on their durability. For the purpose, unconfined compressive strength test, Freeze-thaw test, and wet-dry test were performed with three types of soil. Each type of soil was mixed with three levels of cement content and each soil-cement mixture was mixed with four levels of bituminous material content. For the unconfined compressive strength test, Freeze-thaw test and wet-dry test, 324, 108, and 108-specimens were prepared respectively. Unconfined compressive strength was measured at age of 7-days, 14-days and 28-days using 108-specimens in each age. The soil-cement loss rate due to freeze-thaw and wet-dry were calculated after 12 cycles of test using 108-specimens in each test. The results are summarized as follows : 1. Optimum moisture content was increased with increase of cement content, but maximum dry density was changed irregulary with increase of the cement content. 2. The unconfined compressive strength was increased with increase of cement content, bituminous material content and curing age. Cement is more effective factor than bituminous material on unconfined compressive strength of soil-cement Mixture. 3. It is estimated as the most economical cement content that the recommended cement content of A.S.T.M. because increasing rate of unconfined compressive strength at age of 28-days was low when cement content is above the recommanded cement content of A.S.T.M. among all types of soil. 4. Although a portion of cement content is substituted for bituminous material, the necessary unconfined compressive strength can be obtained. 5. The soil-cement loss was more influenced by wet-dry than Freeze-thaw 6. The bituminous material is more effective on the decrease of soil-cement loss than increase of unconfined compressive strength 7. The void ratio of soil-cement mixture was changet irregularly with increase of cement content, but that was decreased in proportion to the increase of bituminous material content. 8. The regression equation between the unconfined compressive strength and soil-cement loss rate were obtained as table 7.

• 한국윤활학회:학술대회논문집
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• 한국윤활학회 1998년도 제28회 추계학술대회
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• pp.221-226
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• 1998

The processing conditions for the mass production of platelet WS$_2$ lubricant powder were optimized. The mixture of tungsten and sulfur powders was sealed in a vacuum of 10$^{-3}$ torr and heat-treated at 850$\circ$C for 2 h. The internal pressure of reaction chamber was maintained at certain level by controlling the release valve automatically. The reaction product was the platelet WS$_2$ powder with an average size of 15 $\mu$m. The synthesized WS$_2$ powder was then coated on the wiper-blade of automobiles and the commercial deep-grooved ball bearing using wet and dry coating methods, respectively. High lubricity and wear resistance of wet coated wiper-blade were confirmed by the life test of 70,000 cycles. The life-time of the ball bearing assembled after WS$_2$ coating onto each part increased 50 times compared to the non-coated ball bearing.

• 콘크리트학회지
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• 제9권1호
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• pp.143-151
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• 1997

전기로 집진 분진상의 중금속(Pb, $Cr^{6+}$, Cu, Cd, Zn)을 함침시킨 규조토를 열처리방법($750^{\circ}C$-30분)으로 활성화하였다. 활성규조토로 일반시멘트 모르터의 시멘트양을 중량비로 0%, 2.5%, 5.0%, 10%, 20%까지 대체하고 압축강도와 화학저항성을 조사하였다. 화학저항성 조사에는 습윤건조반복실험(Wetting /Drying Cycle)과 화학침식저항성($H_2SO_4,\; CaCl_2,\; MgSO_4$)이 포함되었다. 결과에 의하면 일반시멘트 모르터에 활성규조토를 시멘트에 10%까지 치환하여 갈수록 압축강도(28일)는 증가하였다. 최고의 압축강도는 활성규조토가 10%까지 치환하였을 때 $496kgf/cm^2$이었으며, 활성규조토가 전혀 혼합되지 아니한 시멘트 모르터의 압축강도($391kgf/cm^2$)보다 약 275까지 증가되었다. 이때 중금속들은 99% 이상의 고정율을 보였으며 Wet/Dry cycle 및 화학침식저항성에서도 활성규조토가 혼합된 시멘트 모르터가 일반 시멘트 모르터보다 훨씬 높은 저항성을 보였다.

• 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.

• 콘크리트학회논문집
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• 제14권2호
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• pp.148-155
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• 2002

본 연구는 폐지섬유보강 시멘트복합체의 수분 민감성 및 열화특성에 대하여 연구하였다. 폐지섬유는 건조공정에 의해 생산되었으며 슬러리-탈수 공법을 사용하여 폐지섬유보강 시멘트복합체를 제조하였다. 폐지섬유보강 시멘트복합체의 수분 민감성 덴 열화특성을 알아보기 위하여 수분민감성, 건조-습윤반복, 동결융해, 장기 오븐 건조의 영향을 실험실에서 촉진시험을 통하여 실시하였다. 폐지섬유보강 시멘트복합체에 대한 수분영향 및 열화에 대한 시험결과는 순수목질섬유보강 시멘트복합체와 통계적으로 비교 분석하였다 시험결과 폐지섬유보강 시멘트복합체는 수분노출 덴 장기 열화상태에서도 적절한 성능을 갖는 것으로 나타났다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2005년도 추계학술대회 논문집 Vol.18
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• pp.84-85
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• 2005

Dislocations are often found at Shallow Trench Isolation (STI) process after repeated thermal cycles. The residual stress after STI process often leads defect like dislocation by post STI thermo-mechanical stress. Thermo-mechanical stress induced by STI process is difficult to remove perfectly by plastic deformation at previous thermal cycles. Embedded flash memory process is very weak in terms of post STI thermo-mechanical stress, because it requires more oxidation steps than other devices. Therefore, dislocation-free flash process should be optimized.

• 한국해양학회지:바다
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• 제5권2호
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• pp.141-145
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• 2000

동물플랑크톤 군집생산에 주요요인인 생물량의 시간적인 양적 및 질적 차이를 찾기 위해, 1996년 9월부터 1997년 8월까지 특별히 고안된 표층 채집장치에 의해 시간별로 채집된 동물플랑크톤를 대상으로 계절별 출현개체수, 현존량의 일변동, 젤라틴성 동물플랑크톤의 습중량과 건중량의 관계 및 동물플랑크톤의 체장과 체중에 의한 크기분포 등을 조사하였다. 젤라틴성 동물플랑크톤의 건중량에 대한 습중량비(W/D)는 평균 66.46(47.05${\sim}$84.64)를 나타내고, 갑각류를 중심으로 한 일반 동물플랑크톤에서는 10.89(9.21${\sim}$14.85)로 6배 이상의 차이를 보였다. 한편 습중량에서 일반 동물플랑크톤에 대한 젤라틴성 동물플랑크톤의 평균비(G/NG)는 0.99(0.28${\sim}$2.30)로 젤라틴성 동물플랑크톤이 차지하는 비율은 매우 높았다. 이러한 값들은 계절별 일 변동폭도 매우 컸으며, 이는 구성 종의 상대 출현율의 차에 따른 것이었고, 각 그룹의 동물플랑크톤 주야수직이동의 특성과 일치하였다. 또한 체장에 의한 크기분포(250${\sim}$500 ${\mu}m$: 35.5%)와 습중량(0.I${\sim}$0.2 mg: 34.4%)과 건중량(0.025${\sim}$0.05mg: 44.8%)에 의한 크기분포 양상은 구성생물에 따라 큰 차이를 보이고 있어서, 습중량에 국한되어 조사된 대규모의 정량자료는 해역의 정확한 생물생산 추정을 통한 연안자원의 재평가를 위하여 다시 보정 ${\cdot}$ 해석되어야 할 필요성을 시사하였다.

• Asian-Australasian Journal of Animal Sciences
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• 제7권3호
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• pp.325-333
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• 1994

This study was undertaken at Gowa, South Sulawesi, Indonesia as part of a larger forage genetic resource evaluation project. The experimental program consisted of a field experiment where grasses and legume species were grown in monocultures and the yield, N content and rumen bag digestibility using goats were measured. The field experiment was conducted from December 1985 to October 1986. Eight species of legumes (Desmodium heterophyllum cv. John-stone, Desmodium triflorum from Gowa, South Sulawesi, Arachis sp. from Maiwa, South Sulawesi, Clitoria ternalea CPI 50973, Macroptilium atropurpureum ev. Siratro, Neonotonia wightii cv. Tinaroo, Centrosema pubescens CPI 58575, Centrosema plumeri CPI 58568) were grown as monocultures. After establishment all plants were cut to a uniform height of 5 cm, and subsequent cuts were made on regrowth after 14, 28, 42, and 56 days (cycle 1). Cycle 2 commenced towards the end of the wet season and continued for 157 days into the dry season. The highest yielding legumes were C. ternatea in the wet season and Arachis sp. in the dry season. The mean rumen bag dry matter digestibility (RBDMD) of legumes of 67.6% for leaf material (averaged over all cycles and ages) was 7.6% higher than for stem material. The RBDMD of Arachis was significantly higher than all other species. The RBDMD of all legumes declined with age. Calculation of yield of digestible DM (yield $\times$ RBDMD) showed that Arachis sp. was the best legume. The combination of plant "quality" with yield measures is a valuable adjunct to routine agronomic survey procedures in plant evaluation programs. Arachis sp. appears to offer considerable promise and should be more widely evaluated.