• 한국지반공학회논문집
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• 제21권9호
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• pp.35-44
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• 2005

최근 지하에 존재하는 석회공동이나 폐광산 채굴적과 같은 지하공동에 의한 사회간접시설물의 피해 사례가 많이 보고되고 있다. 특히 국내 건설 현장에서는 지하공동으로 인해 기존 설계 변경 및 새로운 대책공법 마련으로 과다한 공사비가 지출되는 등 많은 어려움을 겪고 있는 상황이다. 본 연구에서는 산업패기물로 처리되어 국내 환경을 오염시키고 있는 석분토를 이용하여 새로운 지하공동 충전재를 개발하였다. 재발된 충전재의 재료시험결과 압축강도는 $34{\~}60 kgf/cm^2$, 길이변화율은 $0.268{\~}0.776\%$, 흡수율은 $34.3{\~}46.9\%$로 나타났다. 또한, 현탁물 질량시험과 PH 시험을 통하여 개발된 충전재가 수중에서 분리되지 않는 성질이 있으며 환경친화적인 재료임을 확인할 수 있었다.

• Corrosion Science and Technology
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• 제19권2호
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• pp.89-99
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• 2020

The inhibition of pitting corrosion failure of copper sprinkler tubes in wet sprinkler systems was studied. First, an apparatus and technology for removing air in the sprinkler tubes by vacuum pumping and then filling the tubes with water were developed. Using this apparatus and technology, three methods for inhibiting the pitting corrosion of the copper sprinkler tubes installed in several apartment complexes were tested. The first one was filling the sprinkler tubes with water bubbled by high-pressure nitrogen gas to reduce the dissolved oxygen concentration to lower than 2 ppm. In the second method, the dissolved oxygen concentration of water was further reduced to lower than 0.01 ppm by sodium sulfite. In the third method, the sprinkler tubes were filled with benzotriazole (BTAH) dissolved in water. The third method was the most effective, reducing the failure frequency of the sprinkler tubes due to pitting corrosion by more than 80%. X-ray photoelectron spectroscopy analyses confirmed that a Cu-BTA layer was well coated on the inside surface of the corrosion pit, protecting it from corrosion. A potentiodynamic polarization test showed that BTAH should be very effective in reducing the corrosion rate of copper in the acidic environment of the corrosion pit.

• Journal of Mechanical Science and Technology
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• 제19권7호
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• pp.1488-1502
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• 2005

A three dimensional model was developed to analyze the mold filling and solidification in the casting processes. The model uses the VOF method for the calculation of the free surface and the modified Equivalent Specific Heat method for the treatment of the latent heat evolution. The solution procedure is based on the SIMPLER algorithm. The complete model has been validated using the exact solutions for phase change heat transfer and the experimental results of broken water column. The three-dimensional model has been applied to the benchmark test and the results were compared to those from experiment, a two-dimensional analysis, and another three dimensional numerical model.

• 한국정보통신학회논문지
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• 제9권5호
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• pp.905-911
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• 2005

본 논문은 제한적인 피드백을 이용하는 OFDM 시스템에서 용량 극대화를 위한 효율적인 적응 부 반송파 선택 방식을 제안한다. 제안하는 방식에서는 데이터 전송에 사용될 부 반송파들과 각 부 반송파에 적용될 변조 및 코딩 방식들이 수신기에서 결정되고, 제한적인 피드백을 통해 송신기로 전달된다. 본 연구에서는 채널 환경에 따라 적절한 수의 높은 신호 대 잡음 비를 갖는 부 반송파들을 선택함으로써 용량이 극대화됨을 이론적으로 유도한다. 또한, 낮은 복잡도로 최적의 부 반송파 집합을 선택하기 위한 정렬 방식을 사용하는 적응 부 반송파 선택 알고리즘을 제안한다. 시뮬레이션 결과는 제안된 적응 부 반송파 선택 방식이 제한된 feedback 정보량만으로 water-filling 방식에 의한 부 반송파 선택 방식이나 water-filling 전력 할당에 의한 용량보다 높은 용량을 제공함을 보여준다.

• 한국토양비료학회지
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• 제48권5호
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• pp.505-508
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• 2015

Soil bulk density is a key parameter for soil physical property. Much root placed in rhizosphere soil lump, especially in grassland and orchard, makes it difficult to measure soil bulk density. This experiment was carried out to countermeasure the above drawbacks. Volume check apparatus using water-filling method was made of acryl for higher accuracy in bulk density measurement. 10 types of land cover, including bare, tall fescue, rye, and soybean, were used for determining the relationships between root and bulk density. In this study, higher root volume resulted in higher differences in bulk density between in-situ core soil and root-ridded core soil, which indicated the volume check apparatus through water-filling could be useful for increasing the accuracy of bulk density of soils with much root.

• Nuclear Engineering and Technology
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• 제53권3호
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• pp.1041-1048
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• 2021

An engineered barrier system (EBS) for the disposal of high-level radioactive waste (HLW) is composed of a disposal canister with spent fuel, a buffer material, a gap-filling material, and a backfill material. As the buffer is located in the empty space between the disposal canisters and the surrounding rock mass, it prevents the inflow of groundwater and retards the spill of radionuclides from the disposal canister. Due to the fact that the buffer gradually becomes saturated over a long time period, it is especially important to investigate its thermal-hydro-mechanical-chemical (THMC) properties considering variations of saturated condition. Therefore, this paper suggests a new method of measuring thermal conductivity and water suction for single compacted bentonite at various levels of saturation. This paper also highlights a convenient method of saturating compacted bentonite. The proposed method was verified with a previous method by comparing thermal conductivity and water suction with respect to water content. The relative error between the thermal conductivity and water suction values obtained through the proposed method and the previous method was determined as within 5% for compacted bentonite with a given water content.

• Geomechanics and Engineering
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• 제24권5호
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• pp.471-478
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• 2021

Water damage is one of the five disasters that affect the safety of coal mine production. The erosion of rocks by water is a very important link in the process of water inrush induced by fault activation. Through the observation and experiment of fault filling samples, according to the existing rock classification standards, fault sediments are divided into breccia, dynamic metamorphic schist and mudstone. Similar materials are developed with the characteristics of particle size distribution, cementation strength and water rationality, and then relevant tests and analyses are carried out. The experimental results show that the water-rock interaction mainly reduces the compressive strength, mechanical strength, cohesion and friction Angle of similar materials, and cracks or deformations are easy to occur under uniaxial load, which may be an important process of water inrush induced by fault activation. Mechanical experiment of similar material specimen can not only save time and cost of large scale experiment, but also master the direction and method of the experiment. The research provides a new idea for the failure process of rock structure in fault activation water inrush.

• 한국작물학회지
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• 제48권1호
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• pp.44-49
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• 2003

In vitro culture of panicle has been the method to accumulate starch and protein in immature grains by providing nutrients after florets crossed between remote genotypes artificially. Grain filling means embryo development and sucrose translocation from photosynthetic source, and starch manufacture in endosperm. The concentrations of sucrose used to culture immature rice panicle were 5, 10, 15, 20% and glutamine was 20 mM. When immature rice panicles at 5 days after flowering were cultured in distilled water with different concentrations of sucrose, glutamine 20 mM and MS medium with different concentrations of sucrose, glutamine 20 mM for 30 days the later was effective on grain filling. The optimal concentration of sucrose on grain filling in vitro culture of rice panicle was 10% and the weight of grain cultured was 10.14 mg that was corresponded to 57% of intact plant. In the method of treating plant growth regulators, the culture of immature rice panicle adding in MS medium with Kinetin, IAA, $\textrm{GA}_3$ were effective on grain filling than the culturing of immature rice panicle after submerging in solutions of Kinetin, IAA, $\textrm{GA}_3$ for 1day. When immature rice panicle was cultured in MS medium with sucrose 10% and Kinetin 46.47 $\mu$M it was effective on grain filling, respectively. The weight of grain cultured was 13.1mg that was corresponded to 75% of intact and germination rate was 51 %. When immature rice panicles were cultured in medium with different concentrations combined with Kinetin 4.65, 46.47, 464.7 $\mu\textrm{M}$, IAA 5.71, 57.08, 570.80 $\mu\textrm{M}$ for 30 days and in medium with IAA 5.71, 57.08, 570.80 $\mu\textrm{M}$ for 15 days after culturing in medium with Kinetin 4.65, 46.47, 464.70 $\mu\textrm{M}$ for 15 days the effect on grain filling was similar.

• 한국지반신소재학회논문집
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• 제17권1호
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• pp.119-126
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• 2018

도심지에서 발생하고 있는 지반공동은 점차 증가하고 있는 추세이다. 그러나 지하에는 지하철 및 상하수도 관거, 통신시설 등 많은 구조물과 지하매설물이 복잡하게 상존하기 때문에 지반함몰이 발생할 경우 그 피해규모가 크고, 복구를 하는데 있어 시간적 경제적으로 큰 어려움이 따른다. 이에 지반공동을 보다 신속하게 복구하기 위한 새로운 방법으로 수용성 폴리머 기반의 무기질계 혼화재를 개발한 바 있고, 개발 보강재를 효율적으로 공동 내부에 주입할 수 있도록 하는 주입시스템 구축이 필요하다. 구축하고자 하는 주입시스템은 비개착식이고 별도의 플랜트 설치를 필요로 하지 않아 시간적 경제적으로 유리하며 공압을 이용하여 보강재를 공동내부에 빠르게 충전시킬 수 있어 지반함몰 발생 시 긴급복구를 가능하게 해주는 기술이라고 할 수 있다. 주입시스템 구축을 위해 충전속도 및 충전율 등을 실험을 통해 평가하였고 개별요소해석 프로그램(EDEM)을 이용한 시뮬레이션을 통해 지반 및 주변의 다양한 조건에서도 가능한 충전양상을 확인할 수 있었다.

• International Journal of Concrete Structures and Materials
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• 제8권4호
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• pp.309-313
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• 2014

The volume fraction of the coarse aggregate in the conventional plastic concrete is controlled relatively low to ensure a required workability. In this paper, a new type of coarse aggregate interlocking concrete with strength ranging from C30 to C80 was prepared with scattering-filling aggregate process. The strength of concrete prepared with this method increases obviously whereas the shrinkage decreases significantly, the cement dosage in the concrete decreased 20 % at the same time. The microhardness of the ITZ between the cement paste and scattering-filling aggregate is higher than that of the original aggregate, the ITZ become narrower and tighter also. The interlocking and more even distribution of the coarse aggregate and the water absorption of the addition of extra amount of coarse aggregates contribute to the strength and performance improvement of the concrete prepared with scattering-filling aggregate process.