• 한국건설순환자원학회논문집
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• 제7권4호
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• pp.383-388
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• 2019

본 연구는 폐플라스틱 중 저급의 복합재질 필름류 포장재를 콘크리트 원재료로 활용하기 위한 기초 연구로, LLDPE 및 HDPE의 2종의 플라스틱으로 제작된 잔골재를 사용하여 혼입률을 0, 25, 50, 75, 100%로 증가시키면서 플라스틱 잔골재의 종류 및 혼입률이 모르타르에 미치는 영향에 대하여 실험적으로 평가하였다. LLDPE 잔골재 및 HDPE 잔골재 혼입 모르타르는 유동성 및 재료분리저항성, 밀도 및 흡수율, 재령별 압축강도 및 휨강도에서 유사한 경향을 나타내었다. 플라스틱 잔골재를 혼입하지 않은 모르타르 대비 플라스틱 잔골재 혼입 모르타르의 유동성은 혼입률 50% 까지는 증가하다가 혼입률 75% 이상에서는 감소하였으며, 플라스틱 잔골재의 혼입에 따라 모르타르의 재료분리저항성은 급격하게 증가하였다. 한편, 플라스틱 잔골재의 낮은 밀도로 플라스틱 잔골재 혼입에 따라 모르타르의 밀도는 감소하였으며, 플라스틱 잔골재와 시멘트 사이의 낮은 부착력으로 인하여, 플라스틱 잔골재 혼입에 따라 재령별 압축강도는 플라스틱 잔골재 혼입률에 비례하여 감소하였으나. 재령별 휨강도는 플라스틱 잔골재 혼입률 50% 이상에서 일정 수준을 유지하며 감소하는 것으로 나타났다.

• 자원리싸이클링
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• 제19권1호
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• pp.33-39
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• 2010

화력발전소에서 배출되는 바닥재와 준설토를 70:30(wt%)로 혼합하고 이를 $6{\pm}2mm$ 크기 구형으로 성형 및 로터리 킬른에서 $1125^{\circ}C$/15 min으로 소성한 뒤, 그 물리적 특성을 평가함으로써 오염 토양을 복원하는데 사용되는 흡착제로의 적용 가능성을 분석하였다. 제조된 소결체(BD)는 100 ${\mu}m$ 이상의 거대 기공 및 10 ${\mu}m$ 이하의 미세기공을 모두 가지고 있었으며, 비표면적, 기공율 그리고 공극율은 각각 $12.0m^2/g$, 30.1%그리고 38.2%이었다. BD 소결체를 한번 분쇄한 시편(BD-C)은 종횡비$\fallingdotseq$2의 부정형이었으나, 부피비중 및 기공크기 분포는 BD와 비슷한 값을 나타내었다. 한편 BD-C 시편의 비표면적, 기공율 그리고 공극율은 BD에 비해 더 우수한 값을 나타내었는데 이는 내부에 존재하던 폐기공(closed pores)이 분쇄과정에서 개기공(open pores)으로 변환되면서 겉보기 부피가 감소했기 때문이다. 제조된 소결체의 영 전하점(IEP)는 약 pH=5이었고 따라서 미생물을 소결체에 결합시킬 때 반응용액의 최적 pH를 알 수 있었다. 본 연구에서 제조된 소결체는 오염 토양 복원에 사용되는 흡착제로의 적용이 가능하며, 더구나 측정된 데이터를 이용하여 BD와 BD-C를 적절한 비율로 혼합하면 적용 상황에 따라 다른 공극율, 기공율 등의 요구 조건을 최적으로 맞출 수 있을 것으로 기대된다.

• 한국건축시공학회지
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• 제4권4호
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• pp.71-77
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• 2004

Drying Shrinkage has much complexity as it has relations with both internal elements of concrete and external factors. Therefore, experiments on Concrete Drying Shrinkage are carried out in this study under simplified circumstances applying temperature & Humidity test chamber which enables constant temperature and humidity. Comparative analyses have been made respectively according to the consequences aiming at modelling for prediction of Concrete Drying Shrinkage and making out measures to reduce it. Strain Rate of Drying Shrinkage of concrete under the condition of dry air appears to rise by about 20%-30% in proportion as the temperature rises $5^{\circ}C$ when the humidity was held below 10% compared under the condition of dry temperature & Humidity test chamber. Strain Rate of Drying Shrinkage in pit sand concrete increased 20% higher than measured when in river sand under the condition of 90-day material age. A general formula with two variables is derived as follow ${\varepsilon}={\alpha}_1＋{\beta}_1x_1＋{\beta}_2x_2＋{\beta}_3x_1^2＋{\beta}_5x_2^2$. and also graphed in 3 dimensions, enabling to apply to actual design and predict Strain Rate of Drying Shrinkage in concrete. The results of prediction of Rate of Drying Shrinkage by Response Surface Analysis are as follows. The coefficient of correlation of Drying Shrinkage in Concrete was over 90%.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2004년도 학술.기술논문발표회
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• pp.71-74
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• 2004

Recently, with the wide shortage of natural sand resources, it has been increasingly used the crushed sand. rushed sand is made by the process of crushing the rocks artificially, which has different particle properties compared with that of natural sand. Because such different panicle properties of crushed sand results in an undesirable effects of concrete. improvement technology for crushed sand particle properties like grain shape and fine particle needed during the manufacturing process. In this paper, improvement technology of grain shape and fine particle is reported. According to test results, adequate investment for manufacturing facilities like impact crusher and abrasion test machine is required to meet the advanced grain shape and grading of crushed sand. Based on the investigation of test result, mixing of natural land and crushed sand with given proportion can achieve the improvement of grain shape. For improving excessive fine panicle contents. current manufacturing system also can enhance the existing technology for fine particle without additional investment. It can be concluded that adequate investment and research can improve the quality of crushed sand.

• Communications for Statistical Applications and Methods
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• 제19권3호
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• pp.459-469
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• 2012

본 연구에서는 자기조직화 신경망이 필요한 노드만을 가지고 최적화하여 정규혼합분포를 추정하는 모형(Ahn과 Kim, 2011)을 Java언어에서 제공하는 스레드(thread)를 기반으로, 멀티코어 컴퓨팅환경에서 병렬처리방식으로 구현하여 순차처리방식에 비해 짧은 연산시간으로 정규혼합모형의 추정이 가능함을 보이려고 한다. 이를 위하여 Ahn과 Kim이 제안한 모형을 바탕으로 두 가지의 병렬처리 방법을 제안하고 그 성능을 평가하였다. 병렬처리 방법은 Java의 멀티스레드를 이용하여 구현되었으며, 모의실험을 통하여 제안한 모형이 순차처리방식과 비교하여 수렴속도가 빠름을 확인하였다.

• 산업기술연구
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• 제21권B호
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• pp.307-315
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• 2001

The purpose of this study was to provide the evaluation and prediction of strengths of SB latex modified concrete(LMC) using a statistical method and factorial experimental design method. The main experimental variables were as follows ; W/C ( 4 levels ; 31, 33, 35, 42%), S/a( 2 levels ; 55, 58%) and L/C(2 levels ; 5, 15%). The compressive strength and flexural strength of LMC were selected as a factor of response. The statistical method was carried out to analyze the results, together with factorial experimental design method and response surface method. The analysis showed that if L/C had been 15%, W/C appeared to be around 33% to achieve the design strength of $350kgf/cm^2$. In this case, the flexural strength and the slump came to around $68kgf/cm^2$ and 18cm, respectively. Eventhough the L/C varied, the design strength and W/C could be predictable together with slump value and flexural strength. As a result of series of experiments in this study, W/C and L/C were proved to be the main factors influencing on the compressive and flexural strength of LMC. Both of strength and slump values could be predictable from the mixing proportion of LMC.

• KIEAE Journal
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• 제15권1호
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• pp.155-160
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• 2015

The annual average of energy sources is continuously increasing at a rate of 5.8%, and particularly, the power generation proportion of new/renewable energy is increasing significantly. Furthermore, South Korea has established a national energy master plan for 2008-2030 and is aiming at obtaining approximately 11% of total energy production from the wind turbine sector. Although offshore wind turbines are similar to wind turbines installed on land, they require materials with excellent dynamic properties and durability to prevent damage due to seawater at the lower parts and connecting parts. The lower parts of wind turbines are submerged in seawater, and the upper and lower parts are connected by filling the connecting part with grout. This paper describes the test results of the process of determining the mix ratios to develop ultra-high grout for offshore wind turbines. There is virtually no relevant technology regarding grout for offshore wind turbines in South Korea that can be referenced for the process of determining the mix ratios. Therefore, tests were conducted for determining compression strength, elastic modulus, flexural strength, density, constructability (floor test), and early strength by referencing a high-performance grout produced in South Korea, and the mixing process for achieving the goal strengths was described using the Korean Industrial Standards (KS) as the reference.

• 한국안전학회지
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• 제19권2호
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• pp.104-111
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• 2004

The aim of this study was to investigate the influence of inorganic pigments on the physical properties of cement mortar. For this purpose, the compressive strength and absorption test were carried out on cement mortar imxed with inorganic pigments by changing the proportion of cement mortar, water-cement ratio, and ratio of pigment. The result of this study can be summarized as follows: the compressive strength of colored mortar rapidely increased in red and yellow mortar, as the mix ratio of pigment increased. In case of green and black mortar, however, the compressive strength decresed as the mix ratio incresed. In case of red and yellow mortar, the absorption of colored mortar increased as the mixing ratio increased, if the mean particle diameter of the pigment is small. In case of green and black mortar, the absorption ratio decreased as the mix ratio increased. After investigating the overall physical properties of colored mortar, it was confirmed that the proper mix ratio of pigment securing the properties of colored mortar was below 6% of the weight of the cement to be used.

• Asian Journal of Atmospheric Environment
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• 제9권1호
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• pp.91-99
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• 2015

The Multi-wavelength Raman LIDAR (MRL) system was developed to enable a better understanding of the complex properties of aerosols in the atmosphere. In this study, the microphysical, optical, and radiative properties of mixed aerosols were retrieved using the discrete aerosol observation products from the MRL. The dust mixing ratio, which is the proportion of dust particles to the total mixed, was derived using the particle depolarization ratio. It was employed in the retrieval of backscattering and extinction coefficient profiles for dust and non-dust particles. The vertical profiles of aerosol optical properties were then used as input parameters in the inversion algorithm for the retrieval of microphysical parameters including the effective radius, refractive index, and the single scattering albedo (SSA). Those products were successfully applied to an analysis of radiative flux using a radiative transfer model. The relationship between the MRL derived extinction and aerosol radiative forcing (ARF) in short-wavelength was assessed over Gwangju, Korea. The results clearly demonstrate that the MRL-derived extinction profiles are a good surrogate for use in the estimation of optical, microphysical, and radiative properties of aerosols. It is considered that the analytical results shown in this study can be used to provide a better understanding of air quality and the variation of local radiative effects due to aerosols.

• Environmental Engineering Research
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• 제11권5호
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• pp.257-265
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• 2006

The purpose of research is to mix the fly ash from municipal solid waste incinerator in the recycled Polypropylene and to recycle. The specimen was produced by mixing 20 wt.% of MSWI fly ash at maximum in the recycled Polypropylene and the particle size analyzer, DSC, TGA, SEM and UTM instruments were used to analyze the physical chemical properties of the specimen. As a result of measurement, the average particle size of MSWI fly ash was $18.08\;{\mu}m$. In TGA analysis, the temperature of specimen S-5 at 50% of weight decrease was risen by $7^{\circ}C$ higher than specimen S-1. In UTM measurement, specimen S-2 showed the maximum strength for tensile strength and specimen S-3 showed the maximum strength for flexural strength. But, impact strength was decreased according to the increasing proportion of MSWI fly ash. In conclusion, when the proper amount of MSWI fly ash was added to the recycled Polypropylene, thermal endurance, tensile strength and flexural strength could be increased, but impact strength was decreased.