• 콘크리트학회논문집
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• 제13권1호
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• pp.54-61
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• 2001

천연자원 보존의 일환으로서 폐타이어, 폐플라스틱 재료 등에 대한 재활용 연구가 활발히 진행되고 있다. 따라서 본 연구의 목적은 폐유리를 시멘트 대체재료로서 개발하기 위한 것이다. 이를 위하여, 먼저 보통강도 및 고강도 콘크리트 각각에 대해서 폐유리 분말의 혼입률을 변화시킨 콘크리트를 제조한 다음 그것의 압축강도 시험을 통하여 폐유리 분말의 최적 혼입률을 도출하였다. 또한, 최적 혼입률에 의하여 제작된 보통강도 및 고강도 콘크리트 각각에 대해서 압축, 인장 및 휨강도와 탄성적 성질 등 역학적 특성을 구명하였다. 한편, 시멘트 속의 알칼리와 폐유리 속에 다량 함유된 실리카 성분은 서로 반응하려는 경향이 있기 때문에, 현재 모프타르봉 시험 방법(KS F 2546)에 의한 알칼리.실리카 반응 시험을 진행하고 있다. 본 실험연구 결과로부터 폐유리 분말을 혼입한 콘크리트는 실리카흄 콘크리트보다 작업성은 다소 우수하며, 강도특성은 유사한 것으로 나타나, 폐유리 분말에 대해서 경제적이고 환경친화적인 콘크리트 혼화재로서의 가능성을 입증하였다.

• 분석과학
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• 제5권1호
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• pp.1-5
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• 1992

Amberlite XAD 고분자수지 및 고분자수지 대체흡착제인 rice bran, rice straw 그리고 sawdust에 대한 petroleum oil의 흡착량을 최저 흡착조건에서 뱃치법으로 측정하여 조사하였다. Rice bran과 rice straw에 대한 petroleum oil의 흡착량은 XAD계열수지의 흡착량의 약 50% 정도로 흡착성이 우수하였다. 또한 이들 대체흡착제의 흡착능을 증대시키기 위한 탄화시간은 $200^{\circ}C$, 30분이 최적 조건이었다. Sawdust의 경우에는 30% MeOH 매질에서는 흡착성이 매우 약한 반면 0.5M NaCl 매질에서는 XAD수지 흡착능이 약 1/2에 도달하였다. Rice bran과 rice straw는 외관상의 구조차이와는 관계없이 비슷한 흡착능력을 보였다. 따라서 rice bran과 rice straw들은 XAD계열 수지에 대한 대체흡착제로 충분한 흡착능력을 가지고 있는 것으로 보인다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.329-332
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• 2008

최근 들어 국내의 골재수급문제 때문에 육상모래를 많이 사용하게 되는데 이에 이 논문에서는 잔골재율(S/a) 변화를 통하여 콘크리트에 미치는 유동성과 압축강도에 미치는 영향을 파악하고 이에 플라이애쉬 사용에 따른 영향을 추가적으로 검토하여 70MPa급 고강도 콘크리트를 제조하고자 하였다. 검토결과, 잔골재율 $37{\sim}45%$ 범위에서 잔골재율이 감소할수록 유동성이 증가하였고 S/a=39%에서 최대 강도인 77MPa를 나타내 적정 잔골재율로 판단된다. 또한 플라이애쉬를 시멘트에 대해 20%까지 치환한 경우 사용량이 증가할수록 유동성이 증가하였으며 재령 28일에서 압축강도도 플라이애쉬를 사용하지 않은 경우에 대해 동등이상의 압축강도를 나타내어 시멘트에 대해 $10{\sim}15%$ 치환한 경우가 적정 치환율로 판단된다.

• 대한기계학회논문집A
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• 제34권6호
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• pp.781-787
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• 2010

고장의 특성을 예상하는 것은 미래의 고장을 예견하고 최적의 교체간격을 결정할 수 있도록 해주기 때문에 정비 계획에서 매우 중요하다. 본 연구에서는 신뢰도 해석에서 가장 전통적인 방법 중의 하나인 확률지에 도시하는 기법을 이용하여 J79 엔진 Transfer Gearbox의 고장 분포를 검토하였다. 고장 데이터에 대한 적절한 분포를 찾기 위해서 다양한 확률분포가 이용되었으며, 얻어진 상관계수는 고장데이터가 대수정규분포에 가장 근접함을 나타내었다. 예상되는 비계획 정비행위의 횟수와 다양한 비용 비율에 대해서 최적의 교체간격을 구하였다.

• Asian-Australasian Journal of Animal Sciences
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• 제31권11호
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• pp.1795-1806
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• 2018

Objective: The study was designed to establish choline deficiency model (CDM) in broilers for evaluating efficacy of polyherbal formulation (PHF) in comparison with synthetic choline chloride (SCC). Methods: A total of 2,550 one-day-old Cobb 430 broiler chicks were randomly assigned to different groups in three experiments. In experiment 1, G1 and G2 served as normal controls and were fed a basal diet with 100% soybean meal (SBM) as a major protein source supplemented with and without SCC, respectively. In G3, G4, G5, and G6 groups, SBM was replaced at 25%, 50%, 75%, and 100% by soy protein isolate (SPI) to induce a graded level of choline deficiency. In experiment 2, PHF (500 and 1,000 g/ton) in comparison with SCC (1,000 g/ton) were evaluated. In experiment 3, dose-response of PHF (200, 400, and 500 g/ton) with SCC (400 g/ton) was determined. Results: Replacement of SBM by SPI produced a linear decrease in body weight gain (BWG) with a poor feed conversion ratio (FCR). 25% SBM replacement by SPI yielded an optimum negative impact on BWG and FCR; hence, it is considered for further studies. In experiment 2, PHF (500 and 1,000 g/ton) and SCC (1,000 g/ton) showed a similar performance in BWG, FCR and relative liver weight. In experiment 3, PHF produced an optimum efficacy at 400 g/ton and was comparable to SCC in the restoration of serum aspartate aminotransferase activity, abdominal fat, breast muscle lipid content and liver histopathological abnormalities. Conclusion: Replacement of SBM by SPI caused choline deficiency characterised by worsening of BWG, FCR, elevation in liver enzymes and histopathological changes indicating fatty liver. CDM was found valid for evaluating SCC and PHF. It is concluded that PHF has the potential to mimic biological activities of SCC through the restoration of negative effects caused by CDM.

• Advances in concrete construction
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• 제12권6호
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• pp.479-490
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• 2021

Present research is mainly focused on, microstructural and durability analysis of Graphene Oxide (GO) in Wollastonite (WO) induced cement mortar with silica fume. The study was conducted by evaluating the mechanical properties (compressive and flexural strength), durability properties (water absorption, sorptivity and sulphate resistance) and microstructural analysis by SEM. Cement mortar mix prepared by replacing 10% ordinary portland cement with SF was considered as the control mix. Wollastonite replacement level varied from 0 to 20% by weight of cement. The optimum replacement of wollastonite was found to be 15% and this was followed by four sets of mortar specimens with varying substitution levels of cementitious material with GO at dosage rates of 0.1%, 0.2%, 0.3% and 0.4% by weight. The results indicated that the addition of up to 15%WO and 0.3% GO improves the hydration process and increase the compressive strength and flexural strength of the mortar due to the pore volume reduction, thereby strengthening the mortar mix. The resistance to water penetration and sulphate attack of mortar mixes were generally improved with the dosage of GO in presence of 15% Wollastonite and 10% silica fume content in the mortar mix. Furthermore, FE-SEM test results showed that the WO influences the lattice framework of the cement hydration products increasing the bonding between silica fume particles and cement. The optimum mix containing 0.3% GO with 15% WO replacement exhibited extensive C-S-H formation along with a uniform densified structure indicating that calcium meta-silicate has filled the pores.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2007년도 춘계학술논문 발표대회
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• pp.33-36
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• 2007

In order to select the optimum mix for the required fluidity and strength of mass concrete which is applied to transfer girder and to choose the optimum curing method depending on circumstances through hydration heat analysis of mass concrete, this study examined slump flow, air content and elapsed variation (0, 30, 60, 90) in unhardened concrete properties and reviewed compressive strength characteristics in hardening properties. And hydration heat analysis results through simulation are as follows; 1) Fluidity changes of unhardened concrete showed no significant difference, and those of elapsed variation also showed no difference but a bit of tendency to increase in comparison with the initial properties. 2) The higher the water-binder ratio was, the lower the compressive strength properties were, and the higher the fly ash replacement rate was, the lower the compressive strength development was. 3) In case of $Fc=40N/mm^2$, the optimum mix was fly ash replacement rate of 15% from water-binder ratio of 33.0%. 4) Hydration heat analysis results showed that in case of bundle cast, concrete temperature profile characteristics around transfer girder was unfavorable, and in case of separate cast, constant curing for at least seven days guaranteed thermal cracking index of 1.2.

• Geomechanics and Engineering
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• 제19권1호
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• pp.37-47
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• 2019

The main objective of this study is to evaluate and compare the efficiency of ordinary Portland cement (OPC) in enhancing the unconfined compressive strength of soft soil alone and soft soil mixed with recycled tiles. The recycled tiles have been used to treat soft soil in a previous research by Al-Bared et al. (2019) and the results showed significant improvement, but the improved strength value was for samples treated with low cement content (2%). Hence, OPC is added alone in this research in various proportions and together with the optimum value of recycled tiles in order to investigate the improvement in the strength. The results of the compaction tests of the soft soil treated with recycled tiles and 2, 4, and 6% OPC revealed an increment in the maximum dry density and a decrement in the optimum moisture content. The optimum value of OPC was found to be 6%, at which the strength was the highest for both samples treated with OPC alone and samples treated with OPC and 20% recycled tiles. Under similar curing time, the strength of samples treated with recycled tiles and OPC was higher than the treated soil with the same percentage of OPC alone. The stress-strain curves showed ductile plastic behaviour for the untreated soft clay and brittle behaviour for almost all treated samples with OPC alone and OPC with recycled tiles. The microstructural tests indicated the formation of new cementitious products that were responsible for the improvement of the strength, such as calcium aluminium silicate hydrate. This research promotes recycled tiles as a green stabiliser for soil stabilisation capable of reducing the amount of OPC required for ground improvement. The replacement of OPC with recycled tiles resulted in higher strength compared to the control mix and this achievement may results in reducing both OPC in soil stabilisation and the disposal of recycled tiles into landfills.

• 한국건축시공학회지
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• 제13권3호
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• pp.282-290
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• 2013

본 연구는 혼화재의 다량 치환 시 배합 요인의 조정 범위를 검토하기 위한 목적으로 일반 콘크리트에서 혼화재 다량 치환 콘크리트로의 배합변경 데이터를 확보하고자 하였다. 실험결과를 요약하면, 일반 범용적 배합내에서 혼화재 다량 치환 콘크리트로 배합을 변경 시 적정 품질을 확보하기 위한 단위수량의 경우 $20{\sim}30kg/m^3$ 하향 조정, 잔골재율은 W/B 5 % 하향조정 시 약 1 %, 총 치환율 5 % 증가 시약 0.12 %로 중복 하향 조정, AE제는 FA 치환율 5 % 증가 시 컨벤셔널 대비 약 20~30 % 정도 상향 조정, W/B는 FA 및 BS의 치환율이 5 % 상향 시 W/B를 약 1~4 % 정도 하향 조정함으로써 콘크리트의 기본 물성을 확보할 수 있는 것으로 나타났다.

• Advances in concrete construction
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• 제10권4호
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• pp.311-317
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• 2020

Performance of Sustainable materials continues through using of recycled waste construction materials to minimize the utilization of the natural resources. The cement industry is a major source of CO₂ in the atmosphere which is the main cause of global warming. Replacement of OPC with other sustainable cementitious materials has been the most interesting area of researches. This investigation focuses on the properties of alkali-activated mortar with the different replacement ratios of ceramic tile powder (CTP) by fine soil powder (FSP) (0 to 100)% and different molarities of sodium hydroxide concentrations. The experimental program was conducted by examining the compressive strength, water absorption, and water sorptivity. The results showed that the compressive strength of the specimens at age of (28, 56, and 90 days) increases with an increase in the amount of fine soil powder content and decreases at the age of 120 days. Also, minimum water absorption at the age of 90 days was found in the mixes containing 100% fine soil powder. However, fine soil powder replacement had a negative effect on the sorptivity and water absorption values at the age of 120 days. On the other hand, the 12M sodium hydroxide concentration was considered the optimum concentration compared to other concentrations.