• 한국도로학회논문집
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• 제18권5호
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• pp.57-62
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• 2016

PURPOSES : The objective of this study is to evaluate the effect of size and depth of cavities on the pavement failure using the full-scale accelerated pavement testing. METHODS : A full-scale testbed was constructed by installing the artificial cavities at a depth of 0.3 m and 0.7 m from the pavement surface for accelerated pavement testing. The cavities were made of ice with a dimension of 0.5 m*0.5m*0.3m, and the thickness of asphalt and base layer were 0.2 m and 0.3 m, respectively. The ground penetrating radar and endoscope testing were conducted to determine the shape and location of cavities. The falling weight deflectometer testing was also performed on the cavity and intact sections to estimate the difference of structural capacity between the two sections. A wheel loading of 80 kN was applied on the pavement section with a speed of 10 km/h in accelerated pavement testing. The permanent deformation was measured periodically at a given number of repetitions. The correlation between the depth and size of cavities and pavement failure was investigated using the accelerated pavement testing results. RESULTS : It is found from FWD testing that the center deflection of cavity section is 10% greater than that of the intact section, indicating the 25% reduction of modulus in subbase layer due to the occurrence of the cavity. The measured permanent deformation of the intact section is approximately 10 mm at 90,000 load repetitions. However, for a cavity section of 0.7 m depth, a permanent deformation of 30 mm was measured at 90,000 load repetitions, which is three times greater than that of the intact section. At cavity section of 0.3 m, the permanent deformation reached up to approximately 90 mm and an elliptical hole occurred at pavement surface after testing. CONCLUSIONS : This study is aimed at determining the pavement failure mechanism due to the occurrence of cavities under the pavement using accelerated pavement testing. In the future, the accelerated pavement testing will be conducted at a pavement section with different depths and sizes of cavities. Test results will be utilized to establish the criteria of risk in road collapse based on the various conditions.

• 한국도로학회논문집
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• 제9권2호
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• pp.51-62
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• 2007

최근 국내에서는 교면포장의 파손에 따른 교량 바닥판의 열화 및 운전자 안정성의 문제가 대두되고 있다. 기존 아스팔트 재료는 교량에서 발생하는 열악한 환경에 적용하기에는 한계가 있어 교량 바닥판을 보호하고 상대적으로 큰 처짐에 대하여 장기간 견딜 수 있는, 피로저항성이 우수한 고내구성 교면포장 아스팔트 혼합물의 개발이 필요하게 되었다. 이에 SBS 첨가물과 첨가제를 사용하여 생산성 및 작업성이 우수하고 피로균열저항성이 뛰어난 교면포장용 아스팔트 바인더를 개발하였다. 새로운 아스팔트 바인더는 회전점도시험 (RV test), 인화점시험 (Flash point test), 동적전단시험(DSR test), 저온빔시험(BBR test) 등을 통하여 PG 70-34의 공용등급으로 확인되었다. 본 연구에서 개발된 아스팔트 바인더를 사용한 혼합물의 공용성을 평가하기 위하여, 피로시험, 휠트래킹시험, 수분손상시험 등을 실시하였으며 실물크기의 윤하중시험을 통하여 소성변형 저항성 및 피로균열 저항성에 대하여 평가하였다. 실내공용성 시험을 통하여 교면포장용 아스팔트 혼합물이 SBS 개질 혼합물에 비하여 3배 이상의 피로수명을 가졌다. 또한, 윤하중시험에서도 소성흐름이 발생하지 않았고, 피로균열은 250,000회 이상을 재하하여도 PG 64-22 혼합물의 38% 밖에 나타나지 않았다.

• 한국도로학회논문집
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• 제3권3호
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• pp.119-133
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• 2001

켐크리트 개질 아스팔트 혼합물은 산소와 고온의 온도조건에서 급속하게 경화된다. 켐크리트 개질 혼합물을 아스팔트 포장의 표층에 적용할 경우 이러한 과다한 경화로 인하여 조기 균열이 발생되기도 한다. 이러한 조기 균열의 발생을 완화하기 위하여 켐크리트 개질 혼합물을 아스팔트 포장의 기층에 적용하고 있다. 본 연구에서는 켐크리트 개질 아스팔트와 혼합물의 공용성을 규명하기 위하여 아스팔트 바인더에 대해 동적유동시험 및 처짐보유동시험 등을 실시하였고 혼합물에 대한 일축인장 피로 및 휠트래킹, 수분손상 시험 등을 실시하였다. 또한 현장에서 채취한 시편에 대해 회복탄성계수시험을 실시하여 일반 및 켐크리트 개질 혼합물의 강성을 비교분석하였다. 이상의 시험결과로부터 켐크리트 개질 혼합물은 일반 혼합물에 비해 소성변형에 대한 저항성이 크다는 것을 알 수 있었다. 그러나 켐크리트 혼합물이 추운지방에 사용될 경우 저온균열의 문제가 발생할 가능성이 있을 것으로 사료된다. 켐크리트 혼합물을 기층에 적용하여 2년 이상 경과한 경우 켐크리트 개질 혼합물은 일반 혼합물에 비해 강성이 약 50% 정도 증가됨을 알 수 있었다.

• 한국작물학회:학술대회논문집
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• 한국작물학회 2017년도 9th Asian Crop Science Association conference
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• pp.233-233
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• 2017

Algal communities are important to maintain the aquatic ecosystems function. Algae have short life cycles, they respond quickly to environmental change and their diversity and density can indicate and the quality of their habitat. The bloom forms before the rice seedings have emerged, it may present a physical barrier that prevents the seedlings from penetrating the floodwater. Wind may also move the algal bloom, pushing the young plants beneath the surface. Another harmful action develops when the water dries up and the algae form a layer at the bottom of the field. The layer envelops the seedlings, which are not yet deeply rooted, and drag them to the surface when the water is let in again. Soil utilization pattern can be the mail facter affecting soil physico-chemical properties, especially in soil phosphorus (P). Solid content of the algae culture solution increased with the increase in the nitrogen rather the phosphors concentration. Phosphoric acid was treated with conventional treatments (100-0%, before transplanting time-tillering stage), 50-50%, 0-100%, and un-treated. The herbicide was treated on the 7 DAT (day after transplanting). Green algae samples were collected 20 DAT. Total phosphoric acid was the highest at 0.06 in 50-50% treatment in 20 DAT. The amount of green algae was about twice (9.8 mg/20ml) that of un-treated. Total number of green algae was 54 species(Green algae 35 species, Euglena 9 species, Stone wheel 10 species). Among the phosphoric acid treatment methods, the number of occurrences of green algae were the highest with 39 species in 0-100%, followed by 50-50%, 28 species, conventional treatments, 22 species, non-treatment, 18 species, respectively. Rice Yield was not significantly different by phosphoric treatment time, but slightly higher than un-treated. The maximal algal biomass was observed about 2weeks or 1 month after transplanting; the subsequent decrease of the biomass was related to the consumption by grazers and to a deficient light under the rice canopy. Maximal algal growth was observed just before tillering. To estimate the suitable method of phosphorus application in puddled-soil drill seeding of rice, available phosphorus appearance of algal water bloom, and rice yield were investigated in paddy soil of rice-barley double cropping system.

• 대한한방내과학회지
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• 제19권1호
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• pp.57-72
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• 1998

This study has been carried out to investigate the effects of Ukgansan(UGS) extract on anti-convulsive, antipyretic, analgesic, sedative and GABAergic system of experimental animals. The results of this study were as follows : 1. UGS extract prolonged significantly the beginning time to convulsion and death induced by strychnine. 2. UGS extract prolonged significantly the time to death induced by electrical shock of ECT unit.(3 sec, 200 F, 25 mA) 3. On the experiment of hypothermic effects of UGS extract on the rectal temperature of mouse, UGS extract decreased significantly the rectal temperature of mouse 4. On the experiment of antipyretic effects of UGS extract on the febrile induced by the subcutaneous injection of $150\;{\mu}g/kg$ endotoxin in mouse, UGS extract decreased significantly the rectal temperature of mouse. 5. On the experiment of analgesic effects of UGS extract on the writhing syndrome induced by intraperitoneal injection 0.7% acetic acid 1 ml/100g in mouse, the writhing syndrome induced by acetic acid was reduced significantly by administration of UGS extract. 6. On the experiment of effects of UGS extract on spontaneous motor activity measured by wheel cage method in mice, the spontaneous motor activity was reduced significantly by administration of UGS extract. 7. On the experiment of effects of UGS extract on the activity of GABA-transaminase(GABA-T) in mouse brains after 21 days of oral administration of UGS extract. the activity of GABA-T was reduced significantly by administration of UGS extract. 8. On the experiment of effects of UGS extract on the activity concentration of GABA in mouse brain after 21 days of oral administration of UGS extract, the activity concentration of GABA was reduced significantly by administration of UGS extract. 9 On the experiment of effect of UGS water extract on the activity of GAD in mouse brain after 21 days of oral administration of UGS extract, the activity of GAD was reduced significantly by administration of UGS extract. According to the these results, Ukgansan extracts reveal the effects on the anti-convulsive, antipyretic, analgesic, sedative and GABAergic system.

• 수산해양기술연구
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• 제40권1호
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• pp.54-59
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• 2004

최근 개발되고 있는 전자자기 컴퍼스를 이용한 소형어선의 항행자동화시스템을 구축하기 위한 기초 연구로서, 부두에 계류된 선박에서 각종 장비의 가동 시켰을 때 나타나는 컴퍼스 오차 변화를 측정하여 비교 분석한 결과를 요약하면 다음과 같다. 1. 목선에서 85kW의 집어등을 점등하였을 때, 조타용 자기컴퍼스는 7$^{\circ}$편서되었고, 전자자기 컴퍼스는 13$^{\circ}$~16$^{\circ}$ 까지 편서되는 것으로 나타났다. 2. FRP 어선에서 13OkW의 집어등을 점등하였을때, 전자자기 컴퍼스는 19$^{\circ}$~23$^{\circ}$ 까지 편동되는 것으로 나타났다. 3. 강선에서 225kW의 전력으로 각종 장비를 가동 시킬 때, 가동전과 비교하여 컴퍼스 오차의 차분은 조타용 자기 컴퍼스에서는 13$^{\circ}$ 편서되고, 전자자기 컴퍼스는 상갑판에서는 68$^{\circ}$ 편서되었고, 선수루 갑판과 조타실 및 컴퍼스갑판에서는 각각 16$^{\circ}$, 32$^{\circ}$, 20$^{\circ}$ 편동되어 나타났다. 4. 소형어선의 항행자동화시스템에 전자자기 컴퍼스를 활용하기 위해서는 선박내에서 사용하는 각종 장비에 의해 발생하는 컴퍼스 오차를 측정하여 적절하게 수정하여 사용해야 할 것으로 판단된다.

• 한국도로학회논문집
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• 제4권3호
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• pp.43-49
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• 2002

국내 아스팔트 포장은 중차량 교통량의 증가와 겨울철 및 여름철의 온도차이가 크게나는 환경조건하에서 공용되고 있다. 이러한 요인으로 인하여 포장 조기파손의 대부분인 소성변형의 문제점이 심각하며, 이에 대한 개선책으로 개질 아스팔트의 적용에 대한 연구들이 활발하게 진행되고 있다. 그러나, 대부분의 개질 아스팔트의 사용이 표층을 절삭하고 택코팅후 시공되고 있으며, 신설도로의 포장이 아닌 유지보수에서 많이 사용되고 있다. 본 연구는 부산지방국토관리청 산하의 신설국도의 도로포장현장에 개질 아스팔트 혼합물이 적용된 기층 위에 표층용 개질 아스팔트인 SBS PMA 혼합물과 PSMA 혼합물에 대하여 2차로로 200m를 시험 시공하였으며. 나머지 구간은 일반밀입도 아스팔트 혼합물로 시공하였으며, 시공에 사용된 재료에 대한 실내시험을 통한 공용성 및 장기 공용성 평가를 실시하고자 하였다. 실내 실험은 마샬안정도시험, 강도시험과 휠트랙킹 시험을 하여 분석하였으며, 현장의 시험 시공시 온도관리 및 평탄성에 대한 평가를 기초로 향후 장기 공용성 평가와 LCC 분석을 실시하여 가장 경제적인 개질 아스팔트를 평가하여 설계에 반영하고자 한다.

• International Journal of Automotive Technology
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• 제4권2호
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• pp.77-86
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• 2003

How to compare the environmental damage caused by vehicles with different foe]s and drive trains\ulcorner This paper describes a methodology to assess the environmental impact of vehicles, using different approaches, and evaluating their benefits and limitations. Rating systems are analysed as tools to compare the environmental impact of vehicles, allowing decision makers to dedicate their financial and non-financial policies and support measures in function of the ecological damage. The paper is based on the "Clean Vehicles" research project, commissioned by the Brussels Capital Region via the BIM-IBGE (Brussels Institute for the Conservation of the Environment) (Van Mierlo et at., 2001). The VriJe Universiteit Brussel (ETEC) and the universite Libre do Bruxelles (CEESE) have jointly carried out the workprogramme. The most important results of this project are illustrated in this paper. First an overview of environmental, economical and technical characteristics of the different alternative fuels and drive trains is given. Afterward the basic principles to identify the environmental impact of cars are described. An outline of the considered emissions and their environmental impact leads to the definition of the calculation method, named Ecoscore. A rather simple and pragmatic approach would be stating that all alternative fuelled vehicles (LPG, CNG, EV, HEV, etc.) can be considered as ′clean′. Another basic approach is considering as ′clean′ all vehicles satisfying a stringent omission regulation like EURO IV or EEV. Such approaches however don′t tell anything about the real environmental damage of the vehicles. In the paper we describe "how should the environmental impact of vehicles be defined\ulcorner", including parameters affecting the emissions of vehicles and their influence on human beings and on the environment and "how could it be defined \ulcorner", taking into account the availability of accurate and reliable data. We take into account different damages (acid rain, photochemical air pollution, global warming. noise, etc.) and their impacts on several receptors like human beings (e.g., cancer, respiratory diseases, etc), ecosystems, or buildings. The presented methodology is based on a kind of Life Cycle Assessment (LCA) in which the contribution of all emissions to a certain damage are considered (e.g. using Exposure-Response damage function). The emissions will include oil extraction, transportation refinery, electricity production, distribution, (Well-to-Wheel approach), as well as the emission due to the production, use and dismantling of the vehicle (Cradle-to-Grave approach). The different damages will be normalized to be able to make a comparison. Hence a reference value (determined by the reference vehicle chosen) will be defined as a target value (the normalized value will thus measure a kind of Distance to Target). The contribution of the different normalized damages to a single value "Ecoscore" will be based on a panel weighting method. Some examples of the calculation of the Ecoscore for different alternative fuels and drive trains will be calculated as an illustration of the methodology.

• Investigative Magnetic Resonance Imaging
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• 제14권2호
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• pp.126-133
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• 2010

목적 : 뇌피질이형성증에서 3차원 뇌표면연출영상의 유용성을 평가하고자 하였다. 대상 및 방법 : 19명의 국소적 뇌피질이형성증을 대상으로 MP-RAGE영상을 이용하여 3차원 뇌 표면연출영상을 얻었다. 비정상적인 뇌이랑과 뇌고랑의 해부학적 위치, 침범부위의 뇌이랑과 뇌고랑의 형태와 모양을 평가하였다. 결과 : 비정상적인 뇌이랑과 뇌고랑의 모양은 19명 중 18명의 환자에서 관찰되었다. 병변 부위의 뇌이랑과 뇌고랑의 형태와 배열, 침범모양은 뇌표면연출영상에서 명확하게 평가되었다. 무뇌회증에서는 엽이 구분되지 않았고, 뇌고랑이 없고 두껍고 매끄러운 뇌이랑이 하나의 엽으로 되어 있었다. 분열뇌증에서는 분열틈을 중심으로 여러 뇌이랑이 바퀴모양을 형성하고, 넓은 뇌이랑을 가지고 있었다. 일측성 거대뇌증에서는 병변측 대뇌반구가 커져 있었고, 두껍고 넓은 뇌이랑을 가지고 있었다. 선천성 양측 실비안주위 증후군에서는 섬피질이 노출되어 있었고, 병변 부위의 뇌이랑은 두꺼워져 있었다. 국소적 뇌피질이형성증에서는 균일하지 않은 톱니 모양이나 두껍고 커진 뇌이랑이 보였다. 이중 피질 증후군에서는 뇌이랑과 뇌고랑의 이상소견은 보이지 않았다. 결론 : 뇌피질이형성증 환자에서 3차원 뇌표면연출영상은 비정상적인 뇌피질의 뇌이랑과 뇌고랑 의 모양을 평가할 수 있고 정확한 병변의 위치를 평가하는 데 유용하다. 뇌표면연출영상은 수술 전 계획을 세우는 데 유용한 정보를 제공한다.

• International Journal of Railway
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• 제2권3호
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• pp.124-126
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• 2009

Energy savings can be achieved with optimum energy consumptions, brake energy regeneration, efficient energy storage (onboard, line side), and primarily with light weight vehicles. Over the last few years, the rolling stock industry has experienced a marked increase in eco-awareness and needs for lower life cycle energy consumption costs. For rolling stock vehicle designers and engineers, weight has always been a critical design parameter. It is often specified directly or indirectly as contractual requirements. These requirements are usually expressed in terms of specified axle load limits, braking deceleration levels and/or demands for optimum energy consumptions. The contractual requirements for lower weights are becoming increasingly more stringent. Light weight vehicles with optimized strength to weight ratios are achievable through proven design processes. The primary driving processes consist of: $\bullet$ material selection to best contribute to the intended functionality and performance $\bullet$ design and design optimization to secure the intended functionality and performance $\bullet$ weight control processes to deliver the intended functionality and performance Aluminium has become the material of choice for modern light weight bodyshells. Steel sub-structures and in particular high strength steels are also used where high strength - high elongation characteristics out way the use of aluminium. With the improved characteristics and responses of composites against tire and smoke, small and large composite materials made components are also found in greater quantities in today's railway vehicles. Full scale hybrid composite rolling stock vehicles are being developed and tested. While an "overdesigned" bodyshell may be deemed as acceptable from a structural point of view, it can, in reality, be a weight saving missed opportunity. The conventional pass/fail structural criteria and existing passenger payload definitions promote conservative designs but they do not necessarily imply optimum lightweight designs. The weight to strength design optimization should be a fundamental design driving factor rather than a feeble post design activity. It should be more than a belated attempt to mitigate against contractual weight penalties. The weight control process must be rigorous, responsible, with achievable goals and above all must be integral to the design process. It should not be a mere tabulation of weights for the sole-purpose of predicting the axle loads and wheel balances compliance. The present paper explores and discusses the topics quoted above with a view to strengthen the recommendations and needs for the weight optimization by design approach as a pro-active design activity for the rolling stock industry at large.