• 한국조경학회지
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• 제14권3호
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• pp.21-31
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• 1987

The overuse in the outdoor recreation lands has been deteriorating the natural resources and landscapes. So this study was executed to measure the users'impacts on vegetation and soil at Hwaum Temple District Campsite in the Mt. Jiri National Park, the southern part of Korea. Five sites were sampled in the study area according to the extent of impact observed. Then the users'densities and impacts on vegetation and soil were measured at each site. According to the result of this study, the numbers of species and individuals and the coverage of lower-layer vegetation showed outstanding changes by only light use. The numbers of species and individuals of middle-layer vegetation, species diversity indices, change rate in species composition of lower and middle-layer vegetation, damage rate of forces, contents of clay, soil moisture and organic matters, exchangeable base ions, soil hardness, organic matter depth and bare area of the campsite showed conspicuous changes from the site 4(19.6men / 1,000㎡). Especially, the self-repair of vegetation was impossible as the result of analysis of soil hardness and the formation of natural vegetation was expected to be difficult as the result of vegetation sturcture analysis over the users'average density of 19.6men /1,000㎡. The campsite management of this area shall be proposed as follows to prevent serious deterioration of natrual environment. A limitation of the present use and a conservation on soil and vegetation should be required at the site 4 and 5. Specially, prevention of camping recreation and artificial rehabilitation are necessary at the site 5(24. 3 men/1000㎡)

• 펄프종이기술
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• 제44권3호
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• pp.22-33
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• 2012

This study was carried out to investigate the characteristics of the lining papers which had been separated from six pieces of paintings and calligraphic works of the 18th and the 20th century. A total 20 kinds of lining papers were examined on the physical properties, colors, fiber morphology, and color reactions. The grammage and thickness of lining papers which had been used hanging-scroll type works were higher than those of folder types. On the other hand, the grammage and thickness of the first layer lining papers which had been separated from silk ground works were lower than those of paper ground works. All kinds of lining papers were colored from yellow to yellowish red because of unbleaching and deterioration. Through the examination on fiber morphology and color reactions, lining papers were verified that all of those were made from paper mulberry bast fiber but the first layer of the Mukjukdo. The lining paper which of the first layer of the Mukjukdo was verified that it was made from mixture of paper mulberry, hemp, and spruce pulps.

• 한국지반공학회논문집
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• 제28권8호
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• pp.89-99
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• 2012

연약지반 구간의 도로 확장공사는 연약지반의 특성으로 인해 우선 시행되는 확장 부 성토 시 발생되는 침하로 기존고속도로에 연동침하가 발생된다. 이 경우 지반침하 및 변형에 의한 포장 평탄성 불량, 차량 주행 안전성 저하, 구조물 안정성 감소 등 시공 및 기존도로 유지관리에서 많은 어려움을 유발한다. 특히 대심도 연약지반에서는 이와 같은 문제가 발생될 수 있는 여지가 대단히 높다. 따라서 이러한 문제점이 고려된 설계가 이루어져야 할 것이다. 본 연구에서는 연약지반 분포심도 최대 약 50m가 존재하는 남해고속도로 제2지선 확장공사를 대상으로 기존 설계안의 현황을 파악한 후 그 개선안을 제시하였다.

• 한국통신학회논문지
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• 제35권2A호
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• pp.165-173
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• 2010

무선 메쉬 네트워크는 기존 무선랜에 비해 낮은 구축비용으로 네트워크 구성이 용이한 무선 백본 네트워크 기술이다. 대부분의 기존 무선 메쉬 관련 연구는 실제 구현 보다는 시뮬레이션을 통해 성능을 평가하였다. 구현 연구들도 존재하지만 링크 구성 유연성이나 다중 채널 등 링크 특성 활용 등의 측면에서 한계가 있다. 그 결과 무선 메쉬의 장점인 망 구성 유연성이 떨어지고 다중 홉 상황에서 성능이 악화되는 문제가 발생한다. 본 논문은 동적 링크 구성을 지원하며 다중 채널 등을 효과적으로 활용할 수 있는 리눅스 기반의 링크 계층 무선 메쉬 라우팅 시스템인 WBMR의 설계 및 구현에 관해 소개한다. 우리는 동적 링크 구성을 위해 무선랜 동작 모드의 하나인 WDS를, 링크 계층 라우팅을 위해 기존 리눅스 브릿지 모듈을 활용하고 변경하는 접근을 택했다. 실험을 통한 성능 평가 결과 WBMR은 빠르고 자율적인 망 구성을 지원하며 링크 특성 반영이 어려운 기존 접근법에 비해 다중 홉 환경에서 데이터 전송률을 크게 향상 시켰다.

• 한국산학기술학회논문지
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• 제14권9호
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• pp.4455-4461
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• 2013

본 논문은 전력기기 열화의 주요한 원인으로 알려진 부분방전의 진단을 위해 널리 사용되는 인공신경망의 계층 구조 및 입력벡터의 구성 요소의 변화에 대한 진단 성능을 검토한다. 은닉층이 1개 또는 2개인 인공신경망의 계층구조 변화에 대한 진단 성능을 비교하였으며, 입력벡터는 세라믹 커플러를 이용하여 한주기에 2048번 샘플링한 시계열 신호를 직접 사용하는 경우와 특성벡터를 추출하여 사용하는 경우를 비교하였다. 침${\leftrightarrow}$평판, 구${\leftrightarrow}$구, 침${\leftrightarrow}$침, 평판${\leftrightarrow}$평판, 구${\leftrightarrow}$평판 형태의 5가지 전극조합의 부분방전 실험으로 학습데이타를 수집하고, 시뮬레이션 연구를 수행하여 인공신경망의 진단 성능을 평가하였다.

• 한국세라믹학회지
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• 제56권1호
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• pp.98-103
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• 2019

Optical filters to control light wavelength of displays or cameras are fabricated by multi-layer stacking process of low and high index thin films. The process of multi-layer stacking of thin films has received much attention as an optimal process for effective manufacturing in the optical filter industry. However, multi-layer processing has disadvantages of complicated thin film process, and difficulty of precise control of film morphology and material selection, all of which are critical for transmittance and coloring effect on filters. In this study, the composite $TiO_2$, which can be used to control of UV absorption, coated on nano hollow silica sol, was synthesized as a coating material for optical filters. Furthermore, systematic analysis of the process parameters during the chemical reaction, and of the structural properties of the coating solutions was performed using SEM, TEM, XRD and photo spectrometry. From the structural analysis, we found that the 85 nm nano hollow silica with 2.5 nm $TiO_2$ shell formation was successfully synthesized at proper pH control and titanium butoxide content. Photo luminescence characteristics, excited by UV irradiation, show that stable absorption of 350 nm-light, correlated with a 3.54 eV band gap, existed for the $TiO_2$ shell-nano hollow silica reacted with 8.8 mole titanium butoxide solution. Transmittance observed on substrate of the $TiO_2$ shell-nano hollow silica showed effective absorption of 200-300 nm UV light without deterioration of visible light transparency.

• Geomechanics and Engineering
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• 제28권6호
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• pp.599-611
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• 2022

Tendon reinforced cemented soil is applied extensively in foundation stabilisation and improvement, especially in areas with soft clay. To solve the deterioration problem led by steel corrosion, the glass fiber-reinforced polymer (GFRP) tendon is introduced to substitute the traditional steel tendon. The interface bond strength between the cemented soil matrix and GFRP tendon demonstrates the outstanding mechanical property of this composite. However, the lack of research between the influence factors and bond strength hinders the application. To evaluate these factors, back propagation neural network (BPNN) is applied to predict the relationship between them and bond strength. Since adjusting BPNN parameters is time-consuming and laborious, the particle swarm optimisation (PSO) algorithm is proposed. This study evaluated the influence of water content, cement content, curing time, and slip distance on the bond performance of GFRP tendon-reinforced cemented soils (GTRCS). The results showed that the ultimate and residual bond strengths were both in positive proportion to cement content and negative to water content. The sample cured for 28 days with 30% water content and 50% cement content had the largest ultimate strength (3879.40 kPa). The PSO-BPNN model was tuned with 3 neurons in the input layer, 10 in the hidden layer, and 1 in the output layer. It showed outstanding performance on a large database comprising 405 testing results. Its higher correlation coefficient (0.908) and lower root-mean-square error (239.11 kPa) were obtained compared to multiple linear regression (MLR) and logistic regression (LR). In addition, a sensitivity analysis was applied to acquire the ranking of the input variables. The results illustrated that the cement content performed the strongest influence on bond strength, followed by the water content and slip displacement.

• 한국산업보건학회지
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• 제30권1호
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• pp.18-27
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• 2020

Objectives: For testing asbestos stabilizer products which are used for the maintenance and management of asbestos-containing materials, durability assessment should accompany the evaluation of basic properties and performance. Therefore, in this study we designed a testing method and constructed a database of durability performance, thereby providing basic data for reliability studies of asbestos stabilizer. Methods: Since the ceiling materials targeted in this study are interior materials, test conditions of 95% relative humidity and 60℃ temperature were designed in consideration of the effect of high relative humidity in summer and seasonal indoor temperatures. Plate-shaped specimens treated with asbestos stabilizers were maintained in a thermo-hygrostat for 5, 10, and 20 days, and then the asbestos scattering prevention rate was measured by air erosion testing. Results: The scattering concentration tended to increase with time under the single humidity condition, and exceeded the indoor air quality standard of 0.01 f/cc, during the 20 days of maintenance. On the other hand, there was little change according to the temperature condition. In the case of a complex condition with temperature and humidity, the results were similar to the humidity test, but the scattering concentration increased more sharply at 20 days. Conclusions: The main deterioration factor that affects the durability of asbestos stabilizer is humidity, and the deterioration is caused by a mechanism in which the stabilizer coated on the surface is re-dissolved by moisture and evaporates or the coating layer is peeled off, which is accelerated by high temperatures.

• Structural Monitoring and Maintenance
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• 제2권1호
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• pp.35-48
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• 2015

The main objective of this study is to evaluate the long-term performance of various concrete composites in natural marine environment prevailing in the Gulf region. Durability assessment studies of such nature are usually carried out under aggressive environments that constitute seawater, chloride and sulfate laden soils and wind, and groundwater conditions. These studies are very vital for sustainable development of marine and off shore reinforced concrete structures of industrial design such as petroleum installations. First round of testing and evaluation, which is presented in this paper, were performed by standard tests under laboratory conditions. Laboratory results presented in this paper will be corroborated with test outcome of ongoing three years field exposure conditions. The field study will include different parameters of investigation for high performance concrete including corrosion inhibitors, type of reinforcement, natural and industrial pozzolanic additives, water to cement ratio, water type, cover thickness, curing conditions, and concrete coatings. Like the laboratory specimens, samples in the field will be monitored for corrosion induced deterioration signs and for any signs of failureover initial period ofthree years. In this paper, laboratory results pertaining to microsilica (SF), ground granulated blast furnace slag (GGBS), epoxy coated rebars and calcium nitrite corrosion inhibitor are very conclusive. Results affirmed that the supplementary cementing materials such as GGBS and SF significantly impacted and enhanced concrete resistivity to chloride ions penetration and hence decrease the corrosion activities on steel bars protected by such concretes. As for epoxy coated rebars applications under high chloride laden conditions, results showed great concern to integrity of the epoxy coating layer on the bar and its stability. On the other hand corrosion inhibiting admixtures such as calcium nitrite proved to be more effective when used in combination with the pozzolanic additives such as GGBS and microsilica.

• 콘크리트학회논문집
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• 제19권4호
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• pp.475-482
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• 2007

콘크리트 구조물의 사용 년수 증가에 따른 열화 (aging) 방지 및 내구성능 향상을 목적으로 개발된 유무 기합성 표면 침투 보강제의 성능 및 적용성을 실험적 방법으로 입증하였다. 본 연구에서는 무기 재료인 TEOS (tetra-ethoxyorthosilicate)와 유기재료인 acrylate monomer를 용액중축합 방법으로 합성함으로써 졸-겔 반응 (sol-gel process)에 의한 실리케이트의 내구성능 향상 효과와 함께 유기모노머의 부드럽고 유연한 충격 완화층 형성을 통한 콘크리트의 성능 개선 효과와 isobutyl-orthosilicate 등의 성능 개선 물질을 추가함으로써 콘크리트 침투 후의 열화 억제 성능을 향상시켰다. 개발된 유무 기합성 표면 침투 보강제는 침투 후 콘크리트 내부 공극을 물리 화학적으로 안정된 화합물로 충진 시킴으로써 구체 강화에 따른 압축강도 증가 효과는 물론, 염해 및 탄산화, 동결융해 및 복합열화 등의 사용 환경적 열화 요인에 대한 내구성 향상 효과가 높아 콘크리트 구조물의 효율적인 수명 관리 기법으로 활용이 가능할 것으로 판단된다.