PURPOSES : The aim of this study is to investigate the enhancement of performance and the mix design method for asphalt mixtures utilizing ferronickel slag, an industrial by-product METHODS : To enhance the performance of FNS asphalt, waste tire powder (CR) was incorporated, and the characteristics of FNS asphalt aggregate, along with the impact of CR, were evaluated through the mix design process. RESULTS : CR is found to be suitable with a size of 30 mesh, and the optimal usage amount is determined to be 1±0.1% of the mixture weight, considering dense grade asphalt mixture. Volumetric design considering the swelling characteristics of CR is necessary, and a mixing design with a consistent tendency can be achieved only when an appropriate VMA is secured. CONCLUSIONS : The mix design for FNS-R asphalt mixture requires an increase of approximately 1% in VMA compared to conventional dense-graded asphalt mixtures to accommodate the swelling of CR. Additionally, FNS-R asphalt exhibits improved resistance to rutting comparable to modified asphalt and meets quality standards, including stripping resistance.

국가관리 간척지내 원예단지 조성에 필요한 기반기술 중에 하나인, 온실기초 연구가 부족한 실정이며 고사양의 PHC파 일을 대체하기 위한 대안을 검토하고자 하였다. 지반개량공법 중 심층혼합처리공법(DCM) 적용시 허용지지력과 침하량 산정을 통하여 온실기초 공법으로써의 적용가능성을 검토하였다. 새만금간척지 농생명용지 1공구 지반조사를 통해 지반 특성을 파악하고, Terzaghi, Meyerhof, Hansen, Schmertmann 이론식을 적용하여 허용지지력과 침하량을 산정하였다. 직경 800mm를 기준으로, 독립 기초 폭과 길이가 3－6m 이고, 기초 심도 3－7m 조건에서 허용지지력과 침하량을 검토하였다. 온실기초 심도가 얕고 콘크리트 매트 간격이 넓을수록 시공비가 절감되는 측면을 고려하여 독립 기초 폭과 길이가 4m, 기초 심도가 3m인 경우가 가장 적합한 것으로 판단 되었다. 독립 기초 폭과 길이가 4m이고, 기초 심도가 3m인 조 건에 대한 해석 결과로 허용지지력은 169kN/m2, 침하량은 2.73mm로 지지력은 이론식 대비 5.6%의 오차를, 침하량은 62.3%의 오차범위를 나타냈다. 향후, 위 검증된 설계 값을 기준으로 구조 시험과 침하모니터링을 통해 신뢰성을 검증하고자 한다. 그 외 나무말뚝, 헬리컬기초 등 유리온실, 내재해형온 실에 적용 가능한 기초 공법과의 비교 검증을 통해 각각의 장, 단점을 파악하고 PHC 파일의 대체 가능 유무를 검토할 예정이다. 이는 온실 유형별 시공 공법을 선정하는데 필요한 기초 데이터로 제시될 수 있을 것으로 기대된다.

The impact of different mixing methods and sintering temperatures on the microstructure and piezoelectric properties of PZNN-PZT ceramics is investigated. To improve the sinterability and piezoelectric properties of these ceramics, the composition of 0.13Pb((Zn0.8Ni0.2)1/3Nb2/3)O3-0.87Pb(Zr0.5Ti0.5)O3 (PZNN-PZT) containing a Pb-based relaxor component is selected. Two methods are used to create the powder for the PZNN-PZT ceramics. The first involves blending all source powders at once, followed by calcination. The second involves the preferential creation of columbite as a precursor, by reacting NiO with Nb2O5 powder. Subsequently, PZNN-PZT powder can be prepared by mixing the columbite powder, PbO, and other components, followed by an additional calcination step. All the PZNNPZT powder samples in this study show a nearly-pure perovskite phase. High-density PZNN-PZT ceramics can be fabricated using powders prepared by a two-step calcination process, with the addition of 0.3 wt% MnO2 at even relatively low sintering temperatures from 800℃ to 1000℃. The grain size of the ceramics at sintering temperatures above 900℃ is increased to approximately 3 μm. The optimized PZNN-PZT piezoelectric ceramics show a piezoelectric constant (d33) of 360 pC/N, an electromechanical coupling factor (kp) of 0.61, and a quality factor (Qm) of 275.

PURPOSES : The purpose of this study is to analyze not only the strength but also the durability and abrasion resistance of concrete pavements as increasing the cases of domestic concrete pavement damage which do not meet the service years. METHODS: The bottom layer of a two-lift concrete pavement was paved with original Portland cement (OPC) with 20~23 cm thickness. On the other hand, the top-layer, which is directly exposed to the environment and vehicles, was paved with high-performance concrete (HPC) with 7~10 cm thickness. For the optimal mixed design of the top-layer material of a two-lift concrete pavement, silica fume and polymer powder were mixed. Furthermore, it analyzes abrasion resistance of concrete as follow‘ ASTM C 779’which is dressing wheel abrasion test method. RESULTS : As a result, abrasion resistance is improved with increasing the silica fume ratio. When the polymer powder is mixed, abrasion resistance of concrete is much improved. However, the effect of mixing ratio is not significant. It is very effective that adding both silica fume and polymer powder occur 20~40% of abrasion comparing with OPC variables. CONCLUSIONS : The concrete strength and durability increased with silica fume and polymer powder. In particular, it is significant increasing strength of polymer powder under the flexural strength. In the abrasion resistance side, it is also significant when the silica fume and polymer powder used together.

SiC-based composite materials with light weight, high durability, and high-temperature stability have been actively studied for use in aerospace and defense applications. Moreover, environmental barrier coating (EBC) technologies using oxide-based ceramic materials have been studied to prevent chemical deterioration at a high temperature of 1300℃ or higher. In this study, an ytterbium silicate material, which has recently been actively studied as an environmental barrier coating because of its high-temperature chemical stability, is fabricated on a sintered SiC substrate. Yb2O3 and SiO2 are used as the raw starting materials to form ytterbium disilicate (Yb2Si2O7). Suspension plasma spraying is applied as the coating method. The effect of the mixing method on the particle size and distribution, which affect the coating formation behavior, is investigated using a scanning electron microscope (SEM), an energy dispersive spectrometer (EDS), and X-ray diffraction (XRD) analysis. It is found that the originally designed compounds are not effectively formed because of the refinement and vaporization of the raw material particles, i.e., SiO2, and the formation of a porous coating structure. By changing the coating parameters such as the deposition distance, it is found that a denser coating structure can be formed at a closer deposition distance.

In this study, the mixing method of positive paste and mixing temperature to improve the capacity of the lead-acid batteries has been investigated. The results show that the initial current capacity of lead acid battery depend on the mixing temperature and mixing method of positive paste. In the results of the capacity cycle repetition tests for estimating the life cycle, the 3BS showed the PCL. but the fine 4BS represented certain improved cycles compared to that of the coarse 4BS. It was considered that the fine 4BS showed higher bond strength between active materials than the coarse 4BS and represented large contact areas and that lead to prevent possible sulfation due to the suppression of insulating layers.

Thermal barrier coatings(TBCs) are being applied in many industrial fields such as thermal power generation, aviation and seasonal fields. ZrO2-Y2O3(8%) thermal spray coating powders are commercially used as thermal-barrier coating materials to protect against oxidation and corrosion of heat-resistant alloys at elevated temperatures. Currently, ZrO2-Y2O3(8%) thermal-spray powder is made using the industrial co-precipitation process, which is very complex and requires a lot of time. In this study, orthorhombic ZrO2 and Y2O3 powders were fabricated by mechanical mixing, which is more economical than the co-precipitation process. A tetragonal, yttria-stabilized zirconia(YSZ) coating-layer was produced by plasma spraying, using orthorhombic ZrO2-Y2O3(8%) powder. Our experimental results indicate that ZrO2-Y2O3(8%) mixed powder can be used economically in industry because it is no longer necessary to make this powder by liquid and gas-phase methods.

심층혼합처리공법에서 원지반과 개량재에 의해 형성되는 혼합처리토에 산업폐기물중 하나인 폐타이어와 기존 토목공사에서 섬유보강재로 사용되고 있는 강섬유를 혼합하여 보강재 및 개량재의 혼합비에 따른 개량체의 압축강도 특성을 파악하기위해 실내실험을 실시하였다. 개량재(시멘트, 시멘트계 고화재)의 경우는 건토중량에 대한 혼합비를 5%, 10%, 15%로 하였으며, 보강재(폐타이어, 강섬유)의 경우는 건토중량에 대한 혼합비를 0.5%, 1%, 2%로 하였다. 그 결과 개량재의 혼합비가 증가함에 따라 일축압축강도는 증가하였으며, 보강재를 첨가한 경우에는 폐타이어분말의 입자크기와 강섬유의 형상비가 작을수록 강도가 크게 나타났으며, 첨가량이 많아질수록 강도가 저하되는 경향이 나타났다.

In this study, chemical solution mixing and hydrogen reduction method was used to fabricate nanostructured alloy powders. Fe-Co chloride mixture, FeCl and COCI with 99.9％ purity, were reduced in hydrogen atmosphere. Nanostructured Fe-Co alloy powders with a grain size of 50 nm were successfully fabricated. Magnetic properties of fabricated (x=0, 10, 30, 50, 70, 100) alloy powders with the same grain size were measured because size factor can affect magnetic properties. Coercivity of Fe-Co alloy powders were increased with increasing Co contents. Maximum value of coercivity in various Co contented Fe-Co alloy powders with similar grain size was 125 Oe at Fe. Saturation magnetization value at FeCo composition showed maximum value of 219 emu/g and saturation magnetization value decreased with increasing Co contents and minimum value of 155 emu/g was observed at Co.

겨울피복작물로 재배되는 헤어리베치는 토양과 동반작물에 질소를 공급한다. 본 시험은 겨울철에 헤어리베치와 사료작물을 혼파할 때 수량 및 사료가치의 개선정도를 알아보기 위해 3년간 수행되었으며 그 결과를 요약하면 다음과 같다. 호밀-헤어리베치 혼파시 호밀의 초장은 다소 감소하였으며 혼파에 따른 호밀 출수기는 큰 차이가 없었다. 건물 함량은 헤어리베치의 비율이 늘어날수록 낮아졌으나 파종방법에 따른 유의 적인 차이는 없었다. 조단백질 함량도 베치가 21.7∼2

TiC 입자를 강화재로 한 AI금속기지 복합재료를 액상교반법으로 제조하는데 따른 제조조건과 물성특성과의 관계를 조사하였다. TiC 입자는 중량비 10%를 첨가하였으며, 젖음성을 향상시키기 위하여 1.5wt%의 Mg을 첨가하였다. TiC입자 첨가에 의하여 내마모 특성, 인장강도, 경도 등이 증가 되었으나 과도한 교반은 기계적 특성을 저하시켰다. 본 실험조건에서 교반 속도의 최적조건은 500rpm이었다. Wetting agent로서 첨가한 Mg은 기지에 고루 분산하였다.

본 연구는 nano-silica solution(NSS)을 배합수 중량치환방법을 사용한 OPC-slag cement의 특성에 관한 연구이다. 새로운 치환방법은 선행연구들보다 높은 NSS 치환율의 시멘트에 대한 거동을 연구하기 위한 기초 단계이다. NSS는 배합수 중량의 10%, 20%, 30%, 40%, 그리고 50% 치환하였다. 그 결과 역학적 및 미세구조적 특성이 향상되는 결과를 보였다. 이는 두 가지 원인으로 요약된다. 첫 번째는 NSS를 배합수 중량 치환하면 나노 실리카 입자의 균질한 분산작용이 향상된다. 이는 초기 수화작용을 촉진한다. 두 번째는 배합수 보다 밀도가 큰 NSS의 치 환은 w/b를 감소시킨다. 이는 치밀한 수화반응물질을 형성시킨다. 새로운 치환방법은 선행연구에서 밝혀진 분말형 나노 실리카 입자를 사용한 결과와 비교하여 역학적과 미세구조 특성의 저하가 나타나지 않았다. 따라서 본 연구에서 사용한 NSS를 배합수 중량 치환한 방법은 OPC-GGBFS cement의 배합에 적용 가능할 것으로 판단된다.

본 연구에서 광촉매 종류 및 혼입율에 따른 역학적 특성 및 질소산화물 제거 특성을 평가하였고 보다 경제적이고 효율적인 광촉매 콘크리트 제조를 위해 분할 타설하는 방법에 대해 검토하였다. 그 결과 광촉매 혼입률이 5%일 때 가장 높은 압축강도와 탄성계수가 측정되었다. 광촉매 반응에 의한 질소산화물 제거 성능평가 결과 광촉매 혼입률이 증가함에 따라 질소산화물 제거율이 증가하였다. 이때 광촉매 P-25의 질소산화물 제거성능은 NP-A보다 우수하였다. 경제성을 고려하여 콘크리트 표면의 일정 두께를 광촉매 콘크리트로 타설하는 분할 타설 방안을 제안하였고, 이때의 일체화 성능을 평가하였다. 그 결과 역학적 성능 및 내구성능이 Plain에 비해 동등 이상으로 나타나 일체화 거동을 만족하는 것으로 판단된다.

Hydrochlorofluorocarbon (HCFC) is an ozone-depleting substance that is subject to environmental regulations based on the Montreal Protocol, and in Republic of Korea, which is regarded as a developing country, its use will be restricted in phase starting in 2013 until finally being prohibited in 2030. HCFC is regulated based on the Tokyo Protocol, HCFC is a regulated construction material for carbon dioxide reduction with GWP of 1,700 ~ 2,400 times that of CO2, with a GWP of 1. KS M 3808 than in the reference indicated in the C5 (15 : 15 : 20 : 50%) and C9 (20 : 10 : 20 : 50%) 0.33 mm 0.31 mm Cell size is shown in the analysis, etc. The compressive strength of the insulation, foaming agent mixing ratio according bending failure load, the thermal conductivity (initial and long-term), moisture permeability coefficient, combustible results, showed superior.

The purpose of this study is to more accurately predict the compressive strength of concrete according to mixing proportion using UPV(Ultrasonic Pulse Velocity) method. The equation to predict the compressive strength of concrete is proposed based on the results of UPV method.