• 제목/요약/키워드: vertical barrier

검색결과 147건 처리시간 0.03초

현장시험 시공을 통한 Z형 강널말뚝의 현장차수특성 분석 (Analysis of Permeability Characteristic for Z type Steel Sheet Pile by Field Test)

  • 이용수;정하익;홍승서;이광범;김상진
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 봄 학술발표회 논문집
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    • pp.325-330
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    • 2000
  • In general steel sheet pile use the containment system, vertical barrier systems for waste disposal and landfill purposes, roads in excavation which have a more permanent character or temporary structure. The sheet pile joints between section of the wall are sealed with a filter material arid the resistance to seepage is a function of the type of material employed. The aim of this paper is to review a characteristic of permeability for Z type sheet pile by field test in various condition.

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KSTAR 저온진공용기 구조해석 (A Structural Analysis of the KSTAR Cryostat)

  • 허남일;김형섭;조승연;임기학;KSTAR설계팀
    • 한국초전도저온공학회:학술대회논문집
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    • 한국초전도저온공학회 1999년도 제1회 학술대회논문집(KIASC 1st conference 99)
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    • pp.185-188
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    • 1999
  • KSTAR cryostat is a large vacuum vessel that provides the necessary thermal barrier between the ambient temperature test cell and the liquid helium cooled magnets. In this work, the structural analyses for the cryostat under the normal operation condition were performed. As a result, it turns out that the vessel would be safe when it is exposed to normal operation loads, such as system weight, vacuum pressure, and plasma vertical disruption load. And, the preliminary result on the modal analysis is presented.

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동결지반 내 방진벽의 차진성능에 관한 연구 (A Study on the Vibration Isolation Effect of Wave Barrier in Frozen Soils)

  • Heo, Yeong
    • 터널과지하공간
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    • 제11권4호
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    • pp.362-367
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    • 2001
  • 지반에서 겨울에 발생할 수 있는 단단한 상부층은 방진벽의 진동차단성능을 변화시킬 수 있다. 본 논문은 상부에 단단한 층이 존재하는 층진 지반(layered soil)에서 표면파의 진동전파와 강성 방진벽의 진동차단 성능에 관한 것이다. 연구는 이차원문제로, 경계요소법을 이용한 수치해석적 방법에 의해 수행되었으며, 진동원은 수직방향으로 조화가 진을 받는 줄기초이다. 검토된 지반은 세 가지로, 균질의 반무한 지반과, 단단한 상부층의 두께를 달리하는 두 개의 지반이다. 단단한 상부층을 갖는 지반에서는 굴절의 지반과 비교하여 아주 커다란 진폭의 감소가 나타났으며, 진동전파 속도의 경우, 물성치에 의해 계산으로 구해지는 진동전파 속도만큼의 크기가 나타나지 않았다. 더욱이 동결지반에서의 진폭은 비동결지반에서 보다 거리에 따라 아주 작은 값이 구해졌다.

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5층열장벽 피막의 고온 물성에 관한연구 (A Syudy on the High Temprerties of the 5Layer Functionally Gradient Thermal Barrier Coating)

  • 한주철;정철;송요승;윤종구;노병호;이구현
    • 한국표면공학회지
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    • 제31권1호
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    • pp.12-23
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    • 1998
  • The Thermal Barrier Coating(TBC) has been used to improve the heat barrier and tribological properties of the aircraft engine and the automobile engine in high temperature. Especially, the high temperature tribological propertied of the cylinder haed and the piston crown of diesel engine was emphasized. Therefore, the purpose of this work was to evaluate the microstructure, tribological propeer in high tempearmal shock resistance and bonding strength of five layer functionally gradient TBC for the applications. The five layerwere composed with 100% ceramic insulating later, 75(ceramic):25 (metal) layer, 50:50 layer, 25:75 layer and 100% metal bonding layer to redude the thermal stress. the YSL and MSL poweders were the insulation ceramics powers. The NiCrAly, Inconel625 and SUS powders were the bonding and mixingg powders for plasma spray process. According to the result of high temperature wear test, the wera resistance of YSZ/NiCrAlY siytem was most out standing at 600 and $800^{\circ}C$. At $400^{\circ}C$, the wear resistance of YSZ/Inconel system was better than others. Wear volume at other temperature because of the low temperature degration of zirconia. The thermal shock mechanism of 5 later is the vertical crack gegration in insulating layer. this means that the initial cracks were generated in the top layer, and then developed into the composite layers during thermal shock test. Finally, these cracks werereached to the interface of coating and substrate and also, these vertioal cracks join with the horizontal cracks of the each layers. The bonding strength of YSZ/NiCrAlY and YSZ/Inconel 5 layer system is better than other 5layer systems. The theramal shock resistance of thermal barrier coating s with 5 layer system is better than that of 3 layers and 2 layers.

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새만금해역에서 밀도성층의 계절 변동 (Seasonal Variation of Density Stratification in the Saemangeum Waters, Korea)

  • 김태인;이형래;장경일
    • Ocean and Polar Research
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    • 제28권3호
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    • pp.339-352
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    • 2006
  • Seasonal and tidal variations of density stratification in the Saemangeum waters are investigated based on synoptic CTD observations between July 2003 and September 2005. CTD data used in this study are those obtained after closing the dike No. 4 and before closing the two final gaps, the Sinsi and the Garyeok, on the Saemangeum tidal harrier. A total of 19 field campaigns comprehend a wide temporal spectrum, that is, few seasons, spring and neap tides, and high and low waters. In addition, ADCPs were anchored and CTDs were cast at three stations for 25 h in July 2005. Water columns are vertically homogeneous in autumn and winter. The vertical homogeneity persists in spring but with an occasional weak stratification in i:he northern part of the Gogunsan Islands. Increased reshwater runoff tends to stabilize the water columns and strong density stratification is established in summer. The mean potential energy anomaly (PEA) in summer used as a stratification parameter is the largest $(27.7\;J\;m^{-3})$ in the northern part of the Gogunsan Islands where the Geum River discharge dominates, the smallest $(16.9\;J\;m^{-3})$ is in the inner area of the barrier, in between the two $(21.6\;J\;m^{-3})$ in the southern part of the Gogunsan Islands. Whereas the stratification is generally strengthened in summer, strong winds or large tidal currents over the shallow depths frequently destratify the water column near the mouth of river runoff inside the tidal barrier. Periodic stratification, the development of stratification on the ebb and its breakdown on the flood, occurs in the mid-area inside the barrier induced by the tidal straining, which can also be found in the results of 25 h observation.

Sub-10 nm Ge/GaAs Heterojunction-Based Tunneling Field-Effect Transistor with Vertical Tunneling Operation for Ultra-Low-Power Applications

  • Yoon, Young Jun;Seo, Jae Hwa;Cho, Seongjae;Kwon, Hyuck-In;Lee, Jung-Hee;Kang, In Man
    • JSTS:Journal of Semiconductor Technology and Science
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    • 제16권2호
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    • pp.172-178
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    • 2016
  • In this paper, we propose a sub-10 nm Ge/GaAs heterojunction-based tunneling field-effect transistor (TFET) with vertical band-to-band tunneling (BBT) operation for ultra-low-power (LP) applications. We design a stack structure that is based on the Ge/GaAs heterojunction to realize the vertical BBT operation. The use of vertical BBT operations in devices results in excellent subthreshold characteristics with a reduction in the drain-induced barrier thinning (DIBT) phenomenon. The proposed device with a channel length ($L_{ch}$) of 5 nm exhibits outstanding LP performance with a subthreshold swing (S) of 29.1 mV/dec and an off-state current ($I_{off}$) of $1.12{\times}10^{-11}A/{\mu}m$. In addition, the use of the highk spacer dielectric $HfO_2$ improves the on-state current ($I_{on}$) with an intrinsic delay time (${\tau}$) because of a higher fringing field. We demonstrate a sub-10 nm LP switching device that realizes a good S and lower $I_{off}$ at a lower supply voltage ($V_{DD}$) of 0.2 V.

Platelet - derived growth factor-BB와 Insulin Iike gowth factor-1이 e- PTFE를 이용한 치근 이개부의 조직유도재생에 미치는 영향 (The Effect Of Platelet - Derived Growth Factor And Insulin - Like Growth Factor On The Guided Tissue Regeneration In The Treatment Of Human Furcation Involvement)

  • 주애라;김성조;최점일
    • Journal of Periodontal and Implant Science
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    • 제26권1호
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    • pp.80-88
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    • 1996
  • The aim of the present investigation was to see the effect of combined use of PDGF BB and IGF -1 on the guided tissue regeneration(GTR) using barrier membrane in the treatment of human furcation involvement. Twelve patients with initially diagnosed as having moderate to advanced adult periodontitis with mandibular class II buccal furcation defects have been wer selected. Initial scaling and root planing has been performed and baseline data consisting of probing depths and attachment levels have been recorded prior to surgical procedures. The GTR procedures using either barrier membrane(control : ePTFE) alone or together with the application of PDGF - BB and IGF -l(experimental : ePTFE+PDGF/IGF) have been done under the routine guidelines. During the surgery, the distance from CEJ either to the bottom of the bone defects(CEJ - BD) or to the bone crest(CEJ-BC) were measured. Horizontal distance to the deepest area in the furcal defects were measured from the reference line connection the most prominent bony walls of the two buccal roots. 6 months following the GTR therapy, all the measurements were made repeatedly. The probing attachment gain of the experimental and the control grous were 2.14mm and l.07mm, respectively with no statically significnant difference. Amont of vertical bone fill in the experimental and the control groups were 2.43mm and 2.29mm, rexpectively. Amonut of horizontal bone fill were 2.86mm in the experimental group and 2.17mm in the control group, respectively. However, there were no significant differences in the amount of bone fill(both vertical and horizontal)between the two groups.

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Vertical bone augmentation using collagenated or non-collagenated bone substitute materials with or without recombinant human bone morphogenetic protein-2 in a rabbit calvarial model

  • Hyun-Chang Lim;Kyeong-Won Paeng;Ui-Won Jung;Goran I. Benic
    • Journal of Periodontal and Implant Science
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    • 제53권6호
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    • pp.429-443
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    • 2023
  • Purpose: The aim of this study was to determine 1) the bone-regenerative effect of porcine bone block materials with or without collagen matrix incorporation, 2) the effect of a collagen barrier, and 3) the effect of adding recombinant human bone morphogenetic protein-2 (rhBMP-2) to the experimental groups. Methods: Four treatment modalities were applied to rabbit calvaria: 1) deproteinized bovine bone mineral blocks (DBBM), 2) porcine bone blocks with collagen matrix incorporation (PBC), 3) porcine bone blocks alone without collagen matrix incorporation (PB), and 4) PBC blocks covered by a collagen membrane (PBC+M). The experiments were repeated with the addition of rhBMP-2. The animals were sacrificed after either 2 or 12 weeks of healing. Micro-computed tomography (micro-CT), histologic, and histomorphometric analyses were performed. Results: Micro-CT indicated adequate volume stability in all block materials. Histologically, the addition of rhBMP-2 increased the amount of newly formed bone (NB) in all the blocks. At 2 weeks, minimal differences were noted among the NB of groups with or without rhBMP-2. At 12 weeks, the PBC+M group with rhBMP-2 presented the greatest NB (P<0.05 vs. the DBBM group with rhBMP-2), and the PBC and PB groups had greater NB than the DBBM group (P>0.05 without rhBMP-2, P<0.05 with rhBMP-2). Conclusions: The addition of rhBMP-2 enhanced NB formation in vertical augmentation using bone blocks, and a collagen barrier may augment the effect of rhBMP-2.

연약지반 위에 포설된 고화차수재의 응력-변형 특성 (Stress-strain Behavior of Hardened Barrier on Soft Soil)

  • 장연수;이종호;임학수
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 봄 학술발표회 논문집
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    • pp.607-614
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    • 2000
  • Settlement with crack on the hardened liners may occur in the weak clay due to waste load since the stiffness of the hardened liner is greater than that of the clay layers. Way of reducing deformation crack in the hardened liner is investigated using two computer programs, CONSOL and FLAC. The computer program CONSOL estimates the magnitude of settlement with time in clay layers and FLAC analyses the stress and deformation relationship between the foundation of landfill and waste load. The results show that a representative block of the analyzed area reaches the consolidation settlement of 1.32m, 8.8 years after the disposal of waste started with the degree of consolidation U=90%. The stress within the hardened liner exceeds the allowable vertical stress of 5kg/$\textrm{cm}^2$ and horizontal stress of 1.67kg/$\textrm{cm}^2$ at the concave part of the liner where the main and branch drainage pipes of leachate are located. It was recognized that the thickness of the interested area should be enlarged or the strength of the same area should be improved to tolerate the planned waste load.

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