• 한국지반공학회논문집
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• 제15권6호
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• pp.99-109
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• 1999

국내 일반폐기물 매립지의 경우 함수비가 높은 쓰레기의 특성으로 인하여 매립지 내부에 누적수위가 발생하는 경우가 많고 따라서 매립된 복토재와 쓰레기의 수리특성의 파악은 매우 중요하다. 폐기물 매립지의 설계시공 과정에서 매립지 하부차수재와 주변지반의 수리특성에 대해서는 많은 지반조사와 연구가 되어있으나 매립지내부 쓰레기와 복토재의 수리적특성 및 흐름거동에 대한 조사 및 해석은 국내외적으로 되어있지 않다. 본 논문에서는 국내 대표적 폐기물 매립지에 대한 현장 지반조사로부터 쓰레기와 복토재의 지반공학적 특성을 파악하고 양수시험(pumping test)과 순간충격시험(slug test)을 이용하여 매립된 쓰레기와 복토재의 수리특성을 파악하였다. 현장지반조사 결과 매립된 쓰레기의 다짐정도는 실내시험의 최대 단위중량 값을 상회하는 것으로 나타났으며 쓰레기에 의하여 덮여진 중간 저투수성 복토재는 침출수와 가스의 수직 흐름을 방해하고 있는 것으로 보여진다. 현장 양수시험과 순간충격시험의 투수계수는 상호간에 잘 일치하고 문헌에서 나타난 잘 다져진 쓰레기의 투수계수 범위에 있는 것으로 나타났다.

• 지질공학
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• 제11권3호
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• pp.245-254
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• 2001

처분덮개는 중.저준위 방사성폐기물 천층처분시설의 성능 유지에 중요한 역할을 하므로 여러가지 시험과 장기관측을 통한 처분덮개의 성능실증 연구는 시설의 안전성 확보에 불가결한 요소이다. 처분덮개의 기본적인 성능요건으로는 불투수성, 건전성, 열화에의 저항력 및 유지보수의 용이성 등을 고려할 수 있다. 이러한 성능요건을 단일층으로는 충족하기 어려운 점을 고려하여 HELP(Hydrologic Evaluation of Landfill Performance) 코드를 사용한 물수지 평가를 통해 상부 보호층, 중간 배수층 및 하부 저투수층 등으로 구성된 다층덮개 개념을 도출하였다. 처분덮개 내에서의 수분이동특성을 규명하기 위해 TDR(Time Domain Reflectometry)과 Tensiometer를 사용하여 각각 함수비와 matric potential의 변화를 3$\times$3$\times$3.3m 크기의 6개 시험고에서 장기관측 할 수 있도록 설계하였다.

• Journal of Welding and Joining
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• 제32권2호
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• pp.54-62
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• 2014

Manhole cover, which is usually made of grey cast iron and consists of frame and cover, should have enough strength to support the heavy traffic load. The manhole cover made of cast iron has heavy weight to handle manually and is vulnerable to impact force with its brittle characteristics. Moreover, its production process of casting has been regulated in terms of environmental pollution. In this study, steel manhole cover is proposed to substitute the cast cover with a series of structural analyses to confirm its strength to support the test load for manhole cover. The cover of the proposed steel manhole cover is made of thin circular pate and stiffeners below the plate. Rectangular columns and hollow circular plate were selected for the shape of the stiffener. In order to give enough strength for the cover to behave within elastic range in the loading, strengthening structures of the cover were varied with increasing the number and the size of the stiffeners. The results of the analyses revealed that when both the hollow circular stiffener and cross stiffeners were additionally applied at the same time to the steel cover with longitudinal stiffeners, the maximum stress level in the cover could be reduced to that level presented in the cast cover.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2001년도 춘계학술대회 논문집 유기절연재료 전자세라믹 방전플라즈마 연구회
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• pp.76-78
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• 2001

In this paper insulation cover that being used in distribution line have been evaluated for aging characteristics. For evaluating its aging properties, we dismounted a variety of samples, like insulation covers for termination of deadend clamp, bushing, LA, COS and sleeve, in the fields. we performed mechanical properties test, electrical test, weathering test, etc. of these samples. And these samples are compared with virgin sample. Test results shows the bad mechanical strength in some part of samples. Especially, Insulation covers for the bushing terminations have cracks in the surface of samples.

• 한국지반신소재학회논문집
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• 제2권3호
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• pp.11-18
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• 2003

최종복토의 설계에 있어 가장 중요한 요소 중 하나는 매립지 내부로 우수의 침투를 제한하는 것이다. 우수의 침투는 침출수 발생량을 증가시켜 침출수 처리 비용의 증가에 따른 매립지 운영 비용을 증가 초래한다. 따라서, 매립지의 최종복토층은 우수의 침투를 최소화하기 위해 단독의 다짐점토층 또는 HDPE와 다짐점토층의 복합으로 구성된 차단층을 포설하도록 되어 있다. 그러나 다짐점토층과 HDPE는 매립 폐기물의 분해에 의해 발생하는 침하에 의해 손상이나 파손이 발생할 우려가 있다. 따라서 본 연구는 매립 종료 후 침하에 따른 폐기물 매립지 최종복토층 HDPE의 영향에 대해 평가하고자 수행되었다. 현장시험시공과 lysimeter test, 최종복토 후 침하 예측 결과 최종복토층의 HDPE는 침하에 의한 영향을 크게 받지 않는 것으로 나타나 침하에 대해 안정하다고 할 수 있다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 토목섬유 학술발표회 논문집
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• pp.129-141
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• 1999

This paper presents the results of plate load test and dynamic load test performed to evaluate the performance of geocell where it is used to reinforce soft subgrade for high-speed railroad. Efficacy of geocell was observed in increase in bearing capacity of subgrade and reduction of thickness of reinforced sub-ballast. Plate load tests were carried out at four different places with varying foundation soil strength as a function of number of geocell layer, type of filler material, thickness of cover soil, and the presence of non-woven geotextile. Dynamic load tests were performed in a laboratory. The test soil chamber consists of, from the bottom, 50 cm thick clayey soil, one layer of geocell filled with crushed stone, 10 cm thick crushed stone cover, reinforced sub-ballast of varying thickness, 35 cm thick ballast. This configuration was determined based on the results of numerical analysis and plate load tests. For each set of the dynamic load tests, loads were applied more than 80,000 times. One layer of geocell underlying a 10 cm thick cover soil led to an increase in bearing capacity three to four times compared to a crushed stone layer of the same thickness substituted for the geocell and cover soil layer. Given the test conditions, the thickness of reinforced sub-ballast can be reduced by approximately 35 cm with the presence of geocell.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.88-93
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• 2011

The aerodynamic drag characteristics of HEMU-400X which has been being developed for the maximum speed of 430km/h were analyzed experimentally as the variations of the pantograph cover configurations to reduce the acoustic noise and the aerodynamic drag of the pantograph system. The wind tunnel tests were performed with three pantograph cover models upon 1/20 scaled 5-car model of HEMU-400X. Two kinds of wedge shapes which induce up-flow in the vicinity of the pantograph and one cone shape which reduces the whole train drag were used in order to compare the aerodynamic characteristics as the pantograph cover shape changes. The each axial force of 5 each car was measured at a time with the test velocities, 30, 40, 50, 60m/s. Through the wind tunnel test the base drag forces of HEMU-400x model and the forces by the pantograph cover on the train model were investigated and the aerodynamic drag characteristics of the train model by the pantograph cover configurations were analyzed.

• 정보저장시스템학회논문집
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• 제4권1호
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• pp.13-18
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• 2008

Scratches are observed on a polymer cover-layer of near-field recording (NFR) media after a servo test with rotating disc. The scratches are formed by the collision of a solid immersion lens (SIL)-media. One of the possible ways to avoid the scratch problem is to coat a dielectric protective film on the polymer cover-layer which enhances the hardness of the surface. The surface with hard characteristics in the surface reduces the scratch problem in the cover-layer. Not only the mechanical properties but also the optical properties should be controlled. Specifically, the refractive index of the dielectric protective film should be matched with the polymer cover-layer not to lose light at the interface due to the difference of the refractive index. The refractive index of the dielectric film can be tailored by controlling process parameters during sputtering and matched with that of the polymer cover-layer.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2003년도 춘계학술대회 논문집
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• pp.373-377
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• 2003

Recently, advanced manufacturing systems with high speed and intelligence have been developed for the betterment of machining ability. In this case, reliability prediction work with motion characteristic evaluation of sliding cover(C-plate, Bellows, etc) has also important role from design procedure to manufacturing and assembly process. Accordingly in this study, H/W test-bed system for reliability evaluation of sliding cover has been developed to obtain proper reference data for design of new model, prevention trouble (failure mode), and improvement of quality and lift cycle extremely for advanced mother machinery.

• Structural Engineering and Mechanics
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• 제67권5호
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• pp.481-492
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• 2018

The current experimental study is the reinforcement of the simple curvature vault masonry structures. In this study, we discuss complex structure include vault and rib cover with two radii and actual dimensions under a vertical load. The unreinforced structure data were compared with analysis data. The analysis data are in good agreement with experimental data. In the first experiment, a structure without reinforcement is tested and according to the test results, the second structure was reinforced using the carbon polymer fibers and the same test is done to see the effects of reinforcement. Based on the test results of the first structure, the first cracks are created in the vault. Moreover, the reinforcement with carbon fibers will increase the loading capacity of the structure around 35%.