• 한국도로학회논문집
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• 제20권2호
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• pp.27-34
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• 2018

PURPOSES : It is necessary to prevent premature failure of concrete pavements caused by durability problems. The purpose of this study was to find factors affecting the durability of concrete pavements, and suggest improvement methods for existing concrete mix design. METHODS : Factors influencing durability were derived from laboratory test data for common field failure conditions and main properties of concrete cores taken from the field. The improvement of concrete properties was investigated by evaluating the performance of existing and proposed mix proportion designs and curing methods. RESULTS : The compressive strength and the absorbing performance of the low Blaine cement and the high-strength mixture were better than those of the Type I cement. Wet curing showed better compressive strength, elastic modulus, coefficient of thermal expansion, and absorption performance than air curing or compound curing. As a result of comparing concrete cores collected in the field, the sections with good durability showed good performance in terms of resistance to chloride ion penetration, absorption, and initial absorption rate. CONCLUSIONS : The absorption performance was considered as a possible foactor affecting durability of cement concrete pavements as a result of field core tests. In order to improve the durability of the pavement concrete, it is necessary to improve the existing mixtures and curing methods.

• 한국구조물진단유지관리공학회 논문집
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• 제23권6호
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• pp.99-104
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• 2019

본 연구의 목적은 시멘트계 복합재료의 적층을 위해 증점제를 적용하여 개발한 출력배합의 수축 특성을 평가하고, 프린팅 기법을 이용해 제작한 적층시험체와의 수축 특성을 비교하는 데 있다. 증점제 적용 시 수축이 기준배합과 비교하여 평균 25% 저감(56일 기준)되는 것을 확인하였다. 수축이 저감되는 긍정적인 효과에 반해 압축강도는 약 15% 감소(28일 기준)되는 부정적인 효과도 확인되었다. 출력배합을 이용해 제작한 적층시험체와 몰드시험체를 이용하여 수축을 평가한 결과, 적층시험체의 수축변형률이 약 25% 감소(28일 기준)되는 것을 확인하였다. 본 연구결과를 통해 3D 프린팅을 이용한 시멘트계 복합재료의 출력 시 수축의 진전속도와 수축으로 인한 균열의 발생시점을 예측할 수 있을 것으로 판단된다.

• 콘크리트학회논문집
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• 제22권3호
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• pp.305-311
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• 2010

최근 국제적으로 급속한 경제성장으로 인한 산업부산물이 기하급수적으로 늘어가고 있다. 현재 국내 산업부산물은 매립, 소각, 저장과 같은 1차원적인 처리에도 그 한계를 드러내고 있는 실정이다. 따라서 이 연구에서는 자원재활용을 목적으로 산업부산물을 이용한 고성능 숏크리트용 최적 배합비를 도출하고자 한다. 이 연구에서는 경제적 재활용, 장기강도 및 내구성 향상을 위해 콘크리트에 다양하게 적용되고 있는 혼화재인 산업부산물(플라이애쉬, 실리카퓸)를 적용하여 숏크리트 현장에 적용할 수 있는 적정 배합비에 대한 변수를 설정하여 압축강도 실험을 수행하였고, 외부 환경 변화에 따른 내구성능을 평가하기 위하여 촉진염소이온침투시험 및 염화물확산계수측정시험을 실시하여 외부환경에 대한 내구특성을 평가하였다. 실험 결과 모든 실험에서 국내외 기준을 만족하였고, 내구성에서는 기존 숏크리트 보다 뛰어난 것으로 나타났다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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• pp.107-111
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• 1996

The testing specimens were made from the standard mix proportion according to those of domestic PC factories to establish a basic data for the Accelerated Curing Effect. The experimental tests were conducted according to the conditions of each sub-curing periods. By comparing the results of compression tests on de-molded and 28-day water-curing specimens, we find that the most effective curing condition to obtain more than the required design strength after 28 days of water curing may be as follwings; the presteaming period does not affect seriously and less than $30^{\circ}C$/hr-the rate of temperature rise and less than $82^{\circ}C$ - maximum temperature are necessary. It seems that post-curing procedure is very important factor to increase the effect of accelerated curing.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.7-12
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• 2003

In scrapped material field, about ten millions ton of waste plastic materials are produced in korea. However recycling rate of waste plastic materials have above 25%. Therefore, it is urgently needed that they are used as recycled materials in order to prevent environment pollution and grain economic profits. In this paper, physical and mechanical properties of light weight concrete using waste plastic materials for aggregates are described in order to develop a light weight concrete with the aggregate made from waste plastic goods, it was carried out many experiments on mix proportion and strength. According to the experimental results, high-strength mortar was necessary to make light weight concrete using aggregate of waste plastic materials. Especially, considering the side of recycling of plastic wastes, it is recommended that recycled aggregates made from waste plastic materials is applied to light weight concrete.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(II)
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• pp.537-540
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• 2005

Durability of the polymer-modified mortars using the redispersible SBR and PAE powder-modified mortars were experimentally investigated. Results of a previous study were used to determine the mix proportion that optimized the strength, and the freezing-thawing resistence, the carbonation depth and the chloride intrusion depth of the mortar for various polymer-cement ratios were studied. After 300 freezing-thawing cycles, the rate of weight reduction decreased from 7 to below 2 $\%$ as the polymer-cement ratios increased from 0 to 15 $\%$, and, on the 150 cycle basis, durability index increased from 60 to 98. Carbonation depth decreased from initial value of 5.5 to about 2.5 mm and chloride intrusion depth did from 3.5 to 1.5 mm

• 음성과학
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• 제12권3호
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• pp.105-114
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• 2005

It was verified that a speaker verification system improved its performances of EER by regularizing log likelihood ratio, using background speaker models. Recently the wireless mobile phones are becoming more dominant communication terminals than wired phones. So the need for building a speaker verification system on mobile phone is increasing abruptly. Therefore in this paper, we had some experiments to examine the performance of speaker verification based on mobile phone's voices. Especially we are focused on the performance variations in EER(Equal Error Rate) according to several background speaker's characteristics, such as selecting methods(MSC, MIX), number of background speakers, aging factor of speech database. For this, we constructed a speaker verification system that uses GMM(Gaussin Mixture Model) and found that the MIX method is generally superior to another method by about 1.0% EER. In aspect of number of background speakers, EER is decreasing in proportion to the background speakers populations. As the number is increasing as 6, 10 and 16, the EERs are recorded as 13.0%, 12.2%, and 11.6%. An unexpected results are happened in aging effects of the speech database on the performance. EERs are measured as 4%, 12% and 19% for each seasonally recorded databases from session 1 to session 3, respectively, where duration gap between sessions is set by 3 months. Although seasons speech database has 10 speakers and 10 sentences per each, which gives less statistical confidence to results, we confirmed that enrolled speaker models in speaker verification system should be regularly updated using the ongoing claimant's utterances.

• 한국건축시공학회지
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• 제8권2호
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• pp.99-106
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• 2008

To improve concrete tensile strength and bending strength, New plan that have more economical and simple manufacture process is groped. By an alternative plan, chemical pre-stressed concrete is presented. In this study, we analyzed the rheological properties of cement paste with the kind and replacement ratio of k-type CSA type expansive additives that is used mainly in domestic. and we suggested that the algorithm of a mixing plan in the chemical pre-stressed concrete and from this, we presented the basic report for the right mixing plan. From the results, Flow increased more or less according to use of expansive additives. This phenomenon was observed by increasing paste amount that shows as substitution for expansive additives that specific gravity is smaller than that of cement. As linear regression a result supposing paste that mix expansive additives by Bingham plastic fluid. The shear rate and shear stress expressed high interrelationship. therefore, flow analysis of quantitative was available. The plastic viscosity following to replacement ratio of expansive additives is no change almost, the yield value is decreased in proportion to the added amount of expansive additives. Through this experiment, we could evaluate rheological properties of cement paste using the expansive additives. Hereafter by an additional experiment, we must confirm stability assessment of material separation by using the aggregate with the kind and replacement ratio of expansive additives.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 가을 학술논문 발표대회
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• pp.98-99
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• 2020

This study is aim to assess mechanical properties which is highly related to structural safe and durability of 100MPa high strength concrete mixed with amorphous metallic fiber. All specimens were heated with low velocity heating rate(1℃/min.), residual compressive strength and residual flexural strength was evaluated. The specimens were cooled down to room temperature after heating. As a result, in the case of 100MPa high-strength concrete, the residual compressive strength enhancing effect of amorphous metallic fiber has showed with the mix proportion of fiber. In addition, residual flexural strength showed more regular pattern before 300℃ then residual compressive strength, but simillar decreasing behavior was shown after 300℃ like residual compressive strength. Further study about fiber pull-out behavior and fiber mechanical, chemical property change due to temperature is needed.

• 한국산학기술학회논문지
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• 제18권4호
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• pp.641-647
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• 2017

디젤 엔진은 가솔린기관에 비해 강력한 파워와 연료의 경제성 및 $CO_2$ 배출양이 적어 상용차뿐만 아니라 일반승용차에서도 시장의 수요가 지속적으로 증가하고 있다. 디젤 엔진의 연소특성상 국부적인 고온반응 영역에서 질소산화물과 확산연소 영역에서 입자상물질이 많이 배출되므로 엄격해진 배기규제를 충족시키기 위해서 자동차와 선박등 촉매후처리장치 장착의 비중이 점차 증가하고 있다. 그 중 입자상물질 저감장치로써 입자상물질필터가 장착되어 왔으나 PM중 약 50%가 연료와 엔진오일에서 석출된 재 성분이 침적되면 필터를 손상시키므로 고온의 연소방식이 아닌 세정제를 이용한 제거기술이 절실히 필요하다. 이 연구의 목적은 디젤 엔진용 촉매코팅된 디젤입자상물질필터에 침적된 재를 세정을 함에 있어서 촉매의 물질의 물리화학적인 특성을 연구하는 것이다. 30분 동안 세정제에 담근 S4 샘플은 침투력이 강한 성분으로 인하여 입자들끼리 응집되고 수축되었다. 재에 침투력이 강한 침투제와 물과 기름을 혼합시켜주는 계면활성제 성분이 적절하게 제조된 S1 샘플의 세정특성이 가장 좋았다. 침투제인 수산화칼륨과 규산나트륨 성분이 첨가된 S4 샘플의 와쉬코트 손실률은 약 13%로 증가하였다. 촉매코팅된 디젤입자상물질필터의 와쉬코트 손실률이 약 13% 이하조건에서 유해가스 성분을 저감시킬 수 있었다.