• 제목/요약/키워드: Back-Fill

검색결과 96건 처리시간 0.023초

고면저항 에미터 결정질 실리콘 태양전지의 전면전극 접촉저항 분석 (Contact Resistance Analysis of High-Sheet-Resistance-Emitter Silicon Solar Cells)

  • 안준용;정주화;도영구;김민서;정지원
    • 신재생에너지
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    • 제4권2호
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    • pp.74-80
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    • 2008
  • To improve the blue responses of screen-printed single crystalline silicon solar cells, we investigated an emitter etch-back technique to obtain high emitter sheet resistances, where the defective dead layer on the emitter surface was etched and became thinner as the etch-back time increased, resulting in the monotonous increase of short circuit current and open circuit voltage. We found that an optimal etch-back time should be determined to achieve the maximal performance enhancement because of fill factor decrease due to a series resistance increment mainly affected by contact and lateral resistance in this case. To elucidate the reason for the fill factor decrease, we studied the resistance analysis by potential mapping to determine the contact and the lateral series resistance. As a result, we found that the fill factor decrease was attributed to the relatively fast increase of contact resistance due to the dead layer thinning down with the lowest contact resistivity when the emitter was contacted with screen-printed silver electrode.

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고면저항 에미터 결정질 실리콘 태양전지의 전면전극 접촉저항 분석 (CONTACT RESISTANCE ANALYSIS OF HIGH-SHEET-RESISTANCE-EMITTER SILICON SOLAR CELLS)

  • 안준용;정주화;도영구;김민서;정지원
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2008년도 춘계학술대회 논문집
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    • pp.390-393
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    • 2008
  • To improve the blue responses of screen-printed single crystalline silicon solar cells, we investigated an emitter etch-back technique to obtain high emitter sheet resistances, where the defective dead layer on the emitter surface was etched and became thinner as the etch-back time increased, resulting in the monotonous increase of short circuit current and open circuit voltage. We found that an optimal etch-back time should be determined to achieve the maximal performance enhancement because of fill factor decrease due to a series resistance increment mainly affected by contact and lateral resistance in this case. To elucidate the reason for the fill factor decrease, we studied the resistance analysis by potential mapping to determine the contact and the lateral series resistance. As a result, we found that the fill factor decrease was attributed to the relatively fast increase of contact resistance due to the dead layer thinning down with the lowest contact resistivity when the emitter was contacted with screen-printed silver electrode.

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복개 터널구조물의 현장 시공에 따른 계측 분석 사례 (Field Measurements with the Construction of Cut and Cover Tunnel)

  • 박시현;이석원;이규필;배규진;전오성;이종성
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 봄 학술발표회 논문집
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    • pp.149-156
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    • 2002
  • Field measurements were carried out in this study to investigate the behavior of cut and cover tunnel such as the distribution and the magnitude of the earth pressure during back fill process of the ground material. Three kinds of measuring instruments, such as the earth pressure load cell, the concrete strain gauge and the reinforcing bar meter of embedded type in concrete structure were installed and measured. Earth pressure load cells, installed after construction of the tunnel lining, measure the outside forces acting on the tunnel lining with radial directions. Three load cells were installed at the crown, the right and the left shoulder of the tunnel, respectively. Three sets of reinforcing bar meter were installed in the double reinforcements of the tunnel lining and their locations were the same with the position of the earth pressure load cells. Concrete strain gauge was installed only one site of the upper compressive part at the tunnel crown. Based on the measuring results in the field, the deformation and the earth pressure acting on the tunnel lining were investigated with the back fill process of the ground material. Considerations on the validity of the measuring results were paid. For the analysis of measurements, after dividing back fill process into three steps, various factors which affect on the behavior of tunnel lining were investigated at each step.

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Dual Damascene 공정에서 Bottom-up Gap-fill 메커니즘을 이용한 Cu Plating 두께 최적화 (Cu Plating Thickness Optimization by Bottom-up Gap-fill Mechanism in Dual Damascene Process)

  • 유해영;김남훈;김상용;장의구
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2005년도 하계학술대회 논문집 Vol.6
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    • pp.93-94
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    • 2005
  • Cu metallization using electrochemical plating(ECP) has played an important role in back end of line(BEOL) interconnect formation. In this work, we studied the optimized copper thickness using Bottom-up Gap-fill in Cu ECP, which is closely related with the pattern dependencies in Cu ECP and Cu dual damascene process at 0.13 ${\mu}m$ technology node. In order to select an optimized Cu ECP thickness, we examined Cu ECP bulge, Cu CMP dishing and electrical properties of via hole and line trench over dual damascene patterned wafers split into different ECP Cu thickness.

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침하예측방법들을 이용한 부산신항만 현장 침하 분석 (Analysis of the settlement of Pusan New Port construction site using the settlement prediction methods)

  • 박현일;김하영
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.1202-1205
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    • 2009
  • Embankment preloading, in conjunction with prefabricated vertical (PV) drains, was used to accelerate consolidation of marine clays in Pusan New Harbour project. UP to eightteen settlement plates were installed at the ground reclamated site under the embankment fill to monitor the preload performance. This analysis is carried out by five settlement prediction methods including the Asaoka, Hyperbolic, Hoshino, and back-analysis method based on optimization. The field settlement data can be analysed by settlement prediction methods to predict the ultimate settlement and the degree of consolidation of the reclaimed land under charge fill. The authors compared with the analyzed results of the methods.

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Design and Lithographic Fabrication of Elliptical Zone Plate Array with High Fill Factor

  • Anh, Nguyen Nu Hoang;Rhee, Hyug-Gyo;Ghim, Young-Sik
    • Current Optics and Photonics
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    • 제5권1호
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    • pp.8-15
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    • 2021
  • An elliptical zone plate (EZP) array is important in off-axis optical systems because it provides two advantages. First, the residual beam and the main source are not focused in the same direction and second, the light from the observation plane is not reflected back towards the beam source. However, the fill factor of the previous EZP array was about 76% which was a little low. Hence, this EZP array could not collect the maximum amount of illumination light, which affected the overall optical performance of the lens array. In this study, we propose a new EZP array design with a 97.5% fill factor used in off-axis imaging system for enhancement of brightness and contrast. Then, direct laser lithography was used to fabricate the high fill factor EZP array by moving the XY linear stage of the system in a zigzag motion. The imaging properties of the proposed EZP array were experimentally verified at the focal plane and compared with the previous model.

실내시험을 통한 이중보온관 되메움 대체재료에 관한 연구 (A Study on Alternative Backfill Material for Pre-insulated Pipe through the Laboratory Tests)

  • 최봉혁;김진만;유한규
    • 한국지반공학회논문집
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    • 제27권9호
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    • pp.5-11
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    • 2011
  • 본 논문에서는 자연모래 2종(세사, 왕사)과 부순모래, 자갈 2종(10mm, 20mm)을 대상으로 실내시험을 통하여 입도 분포 특성, 마찰특성 및 토압특성 등 되메움 재료 별 이중보온관의 거동 특성을 평가하고, 합리적인 되메움 대체재료 제시를 위하여 기존 이중보온관 되메움재인 중사와 비교를 수행하였다. 연구결과에 따르면, 부순모래는 5종의 되메움 대체재료 별 평가결과 이중보온관에 미치는 공학적 특성 및 재료의 수급 측면에 있어 기존 중사를 이용하는 이중보온관 되메움재의 대체재료로 가장 합리적인 재료로 평가되었다.

석탄회 자원의 채움재로서의 활용에 관한 연구 (A Study on the Recycling of Coal Ash as Fill Materials)

  • 천병식;고용일;송경율;이준기
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 봄 학술발표회 논문집
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    • pp.513-520
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    • 1999
  • 20 million tons of coal ash has been produced in Korea annually. This causes the environmental problems and the cost of land for ash pond. However the amount of coal ash for recycling is small because of the low level of recycling technology and the ignorance. As the coal ash has the significant engineering properties, it can be utilized as soft ground stabilizer, backfill materials and so forth. The purpose of this paper is to summarize some of the recycling methods of coal ash. One is structural backfill materials, the other is flowable fill. Optimal mixture ratio(fly ash : bottom ash) is determined for structural backfill materials and the model test is performed. The model test accompanied with physical tests were executed for identifying that the flowable fly ash can be used as fill materials such as trench back filling.

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A Comparative Study of Oswestry Back Pain Disability Questionnaire Versus Computer Adaptive Testing for Measuring Back Pain

  • Choi, Bong-Sam
    • 한국전문물리치료학회지
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    • 제20권4호
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    • pp.22-31
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    • 2013
  • The aim of the present study was to compare measurement precisions of the Oswestry Back Pain Disability Questionnaire (ODQ) and a computer adaptive testing (CAT) method. The ODQ has been regarded as one of the most reliable condition-specific measure for back pain for decades. Cross-sectional study was carried out with two independent convenient samples from two out-patient rehabilitation clinics for back pain ($n_1=42$) and non-back pain group ($n_2=42$). Participants were asked to fill out the ODQ and CAT of International Classification of Functioning, Disability and Health-Activity Measure (ICF-AM). A series of Rasch analyses were performed to calculate person ability measures. The CAT measures had greater relative precision in discriminating the groups than did the ODQ measure in comparisons of the relative precision. The CAT measure appears to be more effective than did the ODQ measure in terms of measurement precision. By administering test items calibrated in a way, CAT measures using item response theory may promise a means with measurement precision as well as efficiency.

석탄회의 자경성에 따른 공학적 특성연구 (The Study on the Engineering Characteristics by Self-Hardening of Coal Ash)

  • 정혁상;신웅기;김지원;천병식
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 추계 학술발표회 2차
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    • pp.81-87
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    • 2010
  • As enormous construction projects of land development are carried out around Korea, useful construction materials are needed to perform the construction projects. However, there are no more enough of fill and reclamation materials in our country. That is why the coal ash is expected to be utilized as an alternative material. Since the coal ash has the characteristics of a pozzolan and a selfhardening material, it is adjudged that coal ash has a great possibility to be used as a fill and reclamation material. In this study, grain size analysis, Atterberg limit test, and specific gravity test were performed to examine the physical characteristics of the coal ash about a self-hardening material before utilizing the coal ash in the construction. Compaction test, unconfined compression test were conducted to investigate the engineering characteristics according to mixture ratios of fly ash and bottom ash. As a result of the tests, it was confirmed that the mixing ratio 1:1 of fly ash and bottom ash is the most effective to use as a fill and reclamation material. If the mixture of coal ash is used as a backfill material with light weight around structure, it is expected to play a significant role in reducing earth pressure on the back of the structure. As described above, the coal ash should be considered as an alternative material of fill and reclamation materials since the result of the tests indicates that the coal ash is suitable to a useful material on the construction design.

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