• 한국지반환경공학회 논문집
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• 제12권10호
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• pp.73-82
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• 2011

산업부산물 중 석탄회는 전체배출량의 약 30%가 재활용되지 못하고 매립되고 있으며, 매립에 따른 비용 등의 문제가 심각하다. 국내 석탄회 중에서 비회는 건설재료로서 재활용되나, 매립회는 대부분 재활용되지 못하고 매립되고 있다. 본 연구에서 석탄회를 활용하여 개발한 경량기포유동화재는 기존의 유동화재에 기포를 더하여 단위중량을 낮추었으며, 교대 및 옹벽 등의 뒷채움에 적용가능한 경량성과 유동성을 지닌 재료이다. 또한, 단위중량, 일축압축강도, 플로우 시험 등과 같은 실내시험을 통해 적용성을 검토하였다. 시험결과 매립회와 비회의 혼합비 70:30~50:50에서, 기포량 각각 2~3%, 함수량 26.5~29.5% 범위에서 단위중량기준 $12{\sim}15kN/m^3$, 일축압축강도기준 0.8~1.2MPa, 플로우기준 20cm 이상을 만족하는 것으로 나타났다.

• 콘크리트학회논문집
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• 제27권2호
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• pp.169-176
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• 2015

현재까지 발표된 크기효과법칙은 보통중량 콘크리트에 기반하고 있어 파괴특성이 다른 경량골재 콘크리트에서는 그 활용성이 의문시되고 있다. 따라서 이 연구에서는 콘크리트의 기건단위질량이 압축강도의 크기효과에 미치는 영향을 예측할 수 있는 모델을 개발하고 기존 연구결과들을 모아 데이터베이스화하였다. 그리고 비선형 파괴역학에 근거한 Ba${\check{z}}$ant와 Kim and Eo의 예측모델 및 이 연구에서 제안한 식에 대한 실험상수들을 결정한 후, 상호 비교 분석하였다. 그 결과, 콘크리트의 기건단위질량을 고려한 본 연구의 예측모델이 Ba${\check{z}}$ant와 Kim and Eo의 예측모델보다 경량골재 콘크리트에 대한 실험결과를 더 잘 예측하고 있음을 알 수 있었다.

• 한국건설순환자원학회논문집
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• 제11권4호
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• pp.542-551
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• 2023

본 논문에서는 바텀애시 골재에 천연 잔골재를 혼입한 다공성 콘크리트의 열적 특성을 분석하였다. 본 연구에서는 바텀애시 골재에 천연 잔골재를 사용하여 각 골재의 재료 특성을 파악 한 후, 다공성 콘크리트의 골재로 사용하였다. 물-바인더 비는 0.25으로 고정하여, 가압다짐을 0.5, 1.5 및 2.5 MPa 수준으로 지정하여 다공성 콘크리트 시편을 제작하였다. 단위질량, 총 공극률 및 열전도도 실험을 진행하고 분석을 수행하였다. 가압다짐 수준이 증가하고, 천연잔골재 혼입률이 증가하면 단위질량과 열전도도 값은 증가하였으며, 총 공극률 값은 감소하였다. 또한, 다공성 콘크리트의 단위질량과 총 공극률, 열전도도 상관관계 그래프를 제시하여 해외 실험 사례와 비교 분석하였다. 이후 실험 결과에 대한 회귀 분석을 진행하여 상관계수(R²) 값을 분석하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.483-490
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• 2002

A massive amount of marine clay produced as dredging of coast and sea bed is often dumped in open sea and filled in pond. The treatment of marine clay demand a large area and make fatal environmental problems for echo system. This research work intend to manufacture a light-weight landfill materials which are produced by mixing the dredged marine clay with various amount cement and foam. An extensive Uniaxial and Triaxial compression test are carried out to investigate the strength characteristics of the light-weight cement mixed marine clay with foam under various test conditions. The results indicated that the required unit weight has been achieved with negligible change after 28days curing time in water. It is also recognized that the compressive strength of light-weight landfill materials linearly decrease with increasing initial water content, and the rate of strength decrease with increasing initial water content in water curing was smaller than that of air curing Futhermore, the rate of strength decreased with increasing initial water content, however, the rate become smaller as cement content increased.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.217-222
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• 2002

The purposes of this study are to investigate the material characteristics and strength properties of concrete mixed with waste incinerated bottom ash(BA), and to evaluate the leaching of environmentally harmful heavy metals from the bottom ash itself and from hardened concrete mixed with bottom ash. For this purpose, two reference mixes with W/C ratios of 0.45 and 0.55 were used, and the replacement proportion of BA was varied with the ratios of 0%, 30%, 50%, 70%, and 100% by volume of fine aggregate in the reference mixes. The variation of compressive and splitting tensile strength, workability and unit weight of concrete were considered. Test results showed that the strengths, workability and unit weight decreased with increase in proportion of BA replaced. Leaching test results showed that there would be no environmentally harmful problem from using BA as the substitutes of fine aggregates in concrete.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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• pp.100-101
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• 2015

This study was carried out to investigate and analyse the influence of brain and unit weight of cement on the properties of shotcrete through the laboratory and field test. From the results of the test, the shotcrete with high blaine cement showed the rebound ratio lower and the strength properties higher than the shotcrete with normal blaine cement. Such as this was produced also in the mix with low unit weight of high blaine cement.

• Advances in concrete construction
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• 제5권1호
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• pp.1-15
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• 2017

This research project aimed at evaluating experimentally the effect of natural perlite powder as an alternative supplementary cementing material (SCM) on the performance of fiber reinforced self-consolidating repair mortars (FR-SCRMs). For this purpose, four FR-SCRMs mixes incorporating 0%, 10%, 20%, and 30% of natural perlite powder as cement replacements were prepared. The evaluation was based on fresh (slump flow, flow time, and unit weight), hardened (air-dry unit weight, compressive and flexural strengths, dynamic modulus of elasticity), and durability (water absorption test) performances. The results reveal that structural repair mortars confronting the performance requirements of class R4 materials (European Standard EN 1504-3) could be designed using 10%, 20%, and 30% of perlite powder as cement substitutions. Bonding results between repair mortars containing perlite powder and old concrete substrate investigated by the slant shear test showed good interlocking justifying the effectiveness of these produced mortars.

• Journal of Ceramic Processing Research
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• 제20권4호
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• pp.363-371
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• 2019

In this study, physical properties of normal concrete, magnetite concrete, EAF concrete, and EAF concrete with added iron powder were evaluated and a feasibility of radiation shielding is also evaluated through irradiation tests against X-rays and gamma-rays. While the unit weight of EAF concrete (3.21 t/㎥) appeared lower than that of magnetite concrete (3.50 t/㎥), the results in compressive strength of EAF concrete were greater than those in magnetite and normal concrete. While the radiation transmission rate of normal concrete reaches 26.0% in the X-ray irradiation test, only 6.0% and 9.0% of transmission rate were observed in magnetite concrete and linear relationship with unit volume weight and radiation shielding. In the gamma-ray irradiation test, the performance of EAF and magnetite concretes appeared to be similar. Through the results on the excellent physical properties and radiation shielding performance a potential applicability of EAF concrete to radiation shielding was verified.

• 한국환경과학회지
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• 제18권3호
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• pp.255-261
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• 2009

We need water equivalent unit data of snowfall for the purpose of forecast and hydrology related research area. This study developed new method of automatic recording snowfall as weight unit. The instrument designed for measuring weight of snowfall by stain-gauge loadcell. Field test of instrument carried out at Daegwallyeong Obs. Station from 22 Jan. to 22 Feb. 2007. During observation period there is 15.3 cm snow depth and 16.0 mm of accumulated water equivalent depth at Daegwallyeong Obs. Station on 13 to 14 Feb. 2007. But the instrument of this study recorded 22.1 mm of water equivalent depth. It is not easy to explain difference between Daegwallyeong and this study. Because this study is only one case of comparison of snow measurement and there is very little amount of snow observation research. The density of snowfall calculated from 0.09 to $0.15g/cm^3$ from the observation data of 13 to 14 Feb. 2007. There is high relation between radar echo and snowfall amount measured by weight unit. It can supports forecast of snowfall and development of numerical model for forecast.

• 한국안전학회지
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• 제13권3호
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• pp.11-23
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• 1998

In this study, collapse test of thin-walled structure is performed under axially quasi-static and impact load in collapse characteristic to develop the optimum structural member for a light-oriented automobile. Furthermore, the energy-absorbing capacity is observed according to the variety of configuration(circular, square), aspect ratio in aluminum specimen to obtain basic data for the improved member of vehicle. In both quasi-static and impact collapse test, Al circular specimens collapse, in general, with axisymmetric mode in case of thin thickness while collapse with non-axisynmetric mode according to the thickness increase. For Al rectangular specimens, they collapse with axisymmetric mode in case of thin thickness, with mixed collapse mode according to the increase of thickness. In terms of initial max. load, Al square specimen turns out the best member among specimens, and then Al square, circular and circular with large scaling ratio, respectively. In case of quasi-static compression test, the absorbed energy per unit volume and mass shows higher in Al circular specimen, and then Al square, circular with large scaling ratio, respectively, according to shape ratio the absorbed energy per unit volume and mass in case of max. impact compression load is higher than that of static load. But the absorbed energy per unit volume and mass shows that Al circular specimen is the best member. Especially, unlike max. compression loan, the absorbed energy per unit volume and mass in impact test turns out the low value.