• Title/Summary/Keyword: 상부구조체

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2-Dimensional Equilibrium Analysis and Stability Analysis of Geotextile Tube by Hydraulic Model Test (지오텍스타일 튜브의 2차원 평형해석 및 수리모형시험을 통한 안전성 분석)

  • 신은철;오영인
    • Journal of the Korean Geotechnical Society
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    • v.18 no.5
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    • pp.251-260
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    • 2002
  • Geotextile tribes are made of sewn geotextile sheet and hydraulically or mechanically filled with dredged materials. They have been applied in hydraulic and coastal engineering in recent years(shore protection structure, detached breakwater, groins, and jetty). Therefore, it is composed of geotextile and confined fill material. Recently, new preliminary design criteria supported by model and prototype tests, and some stability analysis calculations have been studied. The stability analysis of geotextile tube is composed of geotechnical and hydrodynamic analysis. The stability check points are sliding failure, overturning, bearing capacity failure against the wave attack. In this paper are presented the stability analysis method by empirical equation and 2-D equilibrium analysis for geotextile tube. Also, the hydraulic model tests were performed to verify the theoretical stability analysis with geotextile tube shape, filling ratio, significant wave height, and so on. The results of this study show that the stability of geotextile tube depends on the tube shape, contact area, projection area. The theoretical analysis and hydraulic model test show almost the same results.

Facilitated Oxygen Transport through a Polyethersulfone Membrane Containing Cobalt Tetraphenylporphyrin-Benzylimidazole (Cobalt Tetraphenylporphyrin-benzylimidazole을 포함한 산소 촉진수송막)

  • Lee, Seung Hwan;Park, Se Hyung;Park, Jung Hoon
    • Membrane Journal
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    • v.28 no.6
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    • pp.424-431
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    • 2018
  • The gas separation performance of a mixed membrane structure based on a mixture of polyethersulfone (PES) and cobalt tetraphenylporphyrin-benzylimidazole (CoTpp-BIm) as an oxygen carrier was investigated. The CoTpp-BIm mixed PES membrane had an asymmetric structure with a mixture of finger structure and sponge-like structure, and the upper surface was dense. The gas separation performance test was carried out using $94%\;N_2$ gas and $6%\;O_2$ mixed gas. Oxygen and nitrogen permeability coefficients were measured at ${\Delta}P$ ranging from 15 to 228 cmHg and the permeate side of the PES membrane was maintained at vacuum level. The oxygen permeability coefficient of CoTpp-BIm mixed PES membranes increased as supplied pressure was decreased. When the supply pressure was 15 cmHg, the gas permeability ($P_{O_2}$) was 6676 Barrer, the $O_2/N_2$ selectivity (${\alpha}$) was 6.1, and the promoting factor (F) was 2.39. Based on these results, it was confirmed that the addition of CoTpp-BIm to the PES film improved the oxygen separation characteristics.

Analysis of the Behavior Characteristics of Pile Foundations Responding to Ground Deformation (지반 변형 대응형 말뚝 기초의 거동 특성 분석)

  • Lee, Junwon;Shin, Sehee;Lee, Haklin;Kim, Dongwook;Lee, Kicheol
    • Journal of the Korean Geosynthetics Society
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    • v.19 no.4
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    • pp.21-32
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    • 2020
  • As the global large-scale infrastructure construction market expands, the construction of civil engineering structures in extreme environments such as cold or hot regions is being planned or constructed. Accordingly, the construction of the pile foundation is essential to secure the bearing capacity of the upper structure, but there is a concern about loss of stability and function of the pile foundation due to the possibility of ground deformation in extreme cold and hot regions. Therefore, in this study, a new type of pile foundation is developed to respond with the deformation of the ground, and the ground deformation that can occur in extreme cold and hot region is largely divided into heaving and settlement. The new type of pile foundation is a form in which a cylinder capable of shrinkage and expansion is inserted inside the steel pipe pile, and the effect of the cylinder during the heaving and settlement process was analyzed numerically. As a result of the numerical analysis, the ground heaving caused excessive tensile stress of the pile, and the expansion condition of the cylinder shared the tensile stress acting on the pile and reduced the axial stress acting on the pile. Ground settlement increased the compressive stress of the pile due to the occurrence of negative skin friction. The cylinder must be positioned below the neutral point and behave in shrinkage for optimum efficiency. However, the amount and location of shrinkage and expansion of cylinder must comply with the allowable displacement range of the upper structure. It is judged that the design needs to be considered.

Experimental Study to Evaluate the Durability of 100 MPa Class Ultra-high Strength Centrifugal Molding Concrete (100MPa급 초고강도 원심성형 콘크리트의 내구성 평가를 위한 실험연구)

  • Jeong-Hoi Kim;Sung-Jin Kim;Doo-Sung Lee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.28 no.1
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    • pp.12-23
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    • 2024
  • In this study, a structural concrete square beam was developed using the centrifugal molding technique. In order to secure the bending stiffness of the cross section, the hollow rate of the cross section was set to 10% or less. Instead of using the current poor mixture of concrete and a concrete mixing ratio with a high slump (150-200) and a design strength of 100 MPa or more was developed and applied. In order to investigate the durability of centrifugally formed PSC square beams to be used as the superstructure of the avalanch tunnel or ramen bridge, the durability performance of ultra-high-strength centrifugally formed concrete with a compressive strength of 100 MPa was evaluated in terms of deterioration and chemical resistance properties.Concrete durability tests, including chloride penetration resistance, accelerated carbonation, sulfate erosion resistance, freeze-thaw resistance, and scaling resistance, were performed on centrifugally formed square beam test specimens produced in 2022 and 2023. Considering the information verified in this study, the durability of centrifugally molded concrete, which has increased watertightness in the later manufacturing stage, was found to be superior to that of general concrete.

The Structual Restoration on Gyeongju-Style Piled Stone-Type Wooden Chamber Tombs (경주식 적석목곽묘의 구조복원 재고)

  • Gweon, Yong Dae
    • Korean Journal of Heritage: History & Science
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    • v.42 no.3
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    • pp.66-87
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    • 2009
  • The definition of the structure of wooden chamber tomb(piled stone-type) is as follows. It is a tomb with wooden chamber, and stones were piled on top of the wooden chamber, and then a wooden structure was placed on top of the piled stones, and more stones were piled on top of the wooden structure, and sealed with clay. Of course this definition can vary according to periods, the buried, etc. Gyeongju-style piled stone type wooden chamber tombs have some distinguished characteristics compared to general definition of piled stone type wooden chamber tombs. Outside the wooden chamber, either stone embankments or filled-in stones were layed out, and pilet-in stones are positioned right above the wooden chamber, and almost every class used this type, and finally, it is exclusively found in Gyeongju area. First generations of this Gyeongju-style piled stone type wooden chamber tombs appeared in first half of 5th century. These tombs inherited characteristics like ground plan, wooden chamber, double chamber(inner chamber and outer chamber), piled stones, burial of the living with the dead, piled stones, from precedent wooden chamber tombs. However these tombs have explicit new characteristics which are not found in the precedent wooden chamber tombs such as stone embankments, wooden pillars, piled stones(above ground level), soil tumuluses. stone embankments and wooden pillars are exclusively found on great piled stone type above-ground level wooden chamber tombs such as the Hwangnamdaechong(皇南大塚). Stone embankments, wooden pillars, piled stones(above ground level) are all elements of building process of soil tumuluses. stone embankments support outer wall of above-ground level wooden chambers and disperse the weight of tumuluses. Wooden pillars functioned as auxiliary supports with wooden structures to prevent the collapse of stone embankments. Piled stones are consists of stones of regular size, placed on the wooden structure. And after the piled stones were sealed with clay, tumulus was built with soil. Piled stones are unique characteristics which reflects the environment of Gyeongju area. Piled stone type wooden chamber tombs are located on the vast and plain river basin of Hyeongsan river(兄山江). Which makes vast source of sands and pebbles. Therefore, tumulus of these tombs contains large amount of sands and are prone to collapse if soil tumulus was built directly on the wooden structure. Consequently, to maintain external shape of the tumulus and to prevent collapse of inner structure, piled stones and clay-sealing was made. In this way, they can prevent total collapse of the tombs even if the tumulus was washed away. The soil tumulus is a characteristic which emerges when a nation or political entity reaches certain growing stage. It can be said that after birth of a nation, growing stage follows and social structure will change, and a newly emerged ruling class starts building new tombs, instead of precedent wooden chamber tombs. In this process, soil tumulus was built and the size and structure of the tombs differ according to the ruling class. Ground plan, stone embankments, number of the persons buried alive with the dead, quantity and quality of artifacts reflect social status of the ruling class. In conclusion, Gyeongju-style piled stone type wooden chamber tombs emerged with different characteristics from the precedent wooden chamber tombs when Shilla reached growing stage.

Behavior of Variable Cross-Section Soft Ground Reinforced Foundation in Soft Grounds (연약지반에 적용된 변단면 연약지반보강기초의 거동분석)

  • Kim, Khi-Woong;Kim, Dong-Wook;Jo, Myoung-Su
    • Journal of the Korean Geosynthetics Society
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    • v.15 no.4
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    • pp.89-96
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    • 2016
  • Compressive axial behavior of the variable cross-section soft ground reinforced foundation is investigated from the field load test results at ${\bigcirc}{\bigcirc}$ construction site in Incheon city. Variable cross-section soft ground reinforced foundation is a type of partial-displacement pile formed by mixing bidding material with in situ soils to obtain a rigid and strong variable cross-section column in a relatively soft ground. The foundations are usually constructed as a group; however in this study, only single foundation was installed and tested under compressive axial load on foundation head. For the comparison of the variable cross-section soft ground reinforced foundation axial behavior, behavior of typical Pretensioned spun high strength concrete (PHC) pile constructed on a relatively soft ground near the surface was analyzed. It was concluded that variable cross-section soft ground reinforced foundation efficiently resists against axial load with sufficient stiffness and strength within a considerable range of axial load magnitude.

ZnO 나노입자를 포함한 고분자 나노 복합 소재를 사용하여 제작한 WORM 메모리 소자 안정성

  • Son, Jeong-Min;Yun, Dong-Yeol;Jeong, Jae-Hun;Kim, Tae-Hwan
    • Proceedings of the Korean Vacuum Society Conference
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    • 2011.02a
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    • pp.71-71
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    • 2011
  • ZnO 반도체가 넓은 에너지띠와 큰 엑시톤 결합에너지를 가지기 때문에 가진 투명 전극, 태양전지, 발광소자 및 메모리와 같은 다양한 전자 및 광전자 소자의 응용에 대한 많은 연구가 활발히 진행되고 있다. 본 논문에서는 절연성 고분자인 폴리스티렌 박막에 분산되어 있는 ZnO 나노 입자를 기억 매체로 사용하는 write-once-read-many times (WORM) 메모리 소자를 제작하고 전기적 성질과 안정성에 대하여 관찰하였다. 화학적 방법으로 형성한 ZnO 나노입자와 폴리스티렌을 N,N-dimethylformamide 용매에 녹인 후 초음파 교반기를 사용하여 나노 복합 소재를 형성하였다. 하부 전극으로 indium-tin-oxide가 증착되어 있는 유리 기판 위에 나노 복합 소재를 스핀코팅 방법으로 도포한 후 열을 가해 잔류 용매를 제거하였다. ZnO 나노입자가 분산되어 있는 폴리스티렌 나노 복합 소재로 구성된 박막위에 상부 전극으로 Al을 열증착하여 메모리 소자를 제작하였다. 전류-전압 측정 결과에서 저전압에서는 전도도가 낮은 OFF 상태를 유지하다 약 1.5 V에서 전도도가 갑자기 증가하여 높은 전도도의 ON 상태로 전이되는 쌍안정성이 관찰되었다. 전류의 ON/OFF 비율은 약 103이며 ON 상태에서 OFF 상태로 전환되지 않는 전형적인 WORM 메모리 소자의 전류-전압 특성을 나타났다. 두 전극 사이에 폴리스티렌 박막으로만 제작된 소자를 제작하여 전류-전압 측정을 하였으나 메모리 특성이 나타나지 않았다. 그러므로 WORM 메모리 특성은 폴리스티렌 박막안의 ZnO 나노입자에 기인함을 알 수 있었다. 제작된 소자에 대해 기억 시간 측정 결과는 ON과 OFF 상태의 전류가 장시간에도 변화가 거의 없는 소자의 안정성을 보여주었다. 이 실험 결과는 ZnO 나노입자가 분산된 폴리스티렌 나노 복합 구조체를 사용하여 안정성을 가진 WORM 메모리 소자를 제작할 수 있음을 보여주고 있다.

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Analytical Study on the Nonlinear Behaviour of Continuous RC Transfer Girder (연속 RC 전이보의 거동에 대한 해석적 연구)

  • Sun, Sung-Min;Lee, Han-Seon
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.273-276
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    • 2008
  • RC Transfer girders play an important role which transfer large amount of load from the upper structure to the weak lower colomns. To understand the behaviour of these RC transfer girders, 1:2.5 scaled test, experimental and analytical studies were performed. In this study, based on this experimental and analytical studies on nonlinear behaviour of RC transfer girders, finite element analyses were performed using same conditions of the previous studies$^{(1),(2)}$ which were unable to perform owing to the limitations on experiment. Analyses showed resonable results for the boundary conditions and infinite possibilities to overcome limitations on experiments, also. Through the analysis results, we could reach such a conclusion that general boundary condition alone can not reflect the experiment properly. This conclusion might enhancing the former study$^{(2)}$ indirectly. But there still exist the needs for the further study.

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Applicability Evaluation of Precast Deck to the Maglev Guideway System : Mock-Up Construction Test (프리캐스트 바닥판의 자기부상열차 가이드웨이 시스템 적용성 평가 : 모의 시공 실험)

  • Jin, Byeong-Moo;Kim, In-Gyu;Kim, Young-Jin;Oh, Hyung-Chul;Ma, Hyang-Wook;Lee, Yung-Seok
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.57-60
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    • 2008
  • Maglev is a system that a train runs levitated above a rail. Therefore it is very important to maintain a constant levitation gap for achieving serviceability and ride comfort. This study is a cooperation research subject of the 3-1 subject, performance improvement of maglev track structures, of the Center for Urban Maglev Program in Korea, started in 2006. The aim of this study is development of rapid constructions of bridge superstructure for maglev. At present, precast deck is widely used because of its superiority to cast-in-place concrete on quality and the term of works. The research group suggested basic systems of maglev guideway with PSC-U type and trapezoidal open steel box type girder, and precast deck, cooperating with Korea Railroad Research Institute, the managing institute of the 3-1 subject. In this study, a mock-up consisted of girders, decks and rail was fabricated and test was performed for constructability, serviceability and maintenance evaluation of PSC U-type girder, precast deck, and new guide rail system.

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Correction Factors for Modulus Calculation Equation used in Light Weight Deflectometer Considering Track Foundation (궤도노반 강성차이를 고려한 동평판재하시험(LWDT) 동탄성계수 산정공식 수정계수)

  • Choi, Chan Yong;Lee, Jin Wook;Lim, Yuijn;Cho, Hojin
    • Journal of the Korean Society for Railway
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    • v.18 no.1
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    • pp.53-62
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    • 2015
  • LWDT was developed for use as an alternative technique to measure the stiffness of trackbed soils. In this study, numerical and theoretical analyses of LWDT's acting mechanism were performed. The effectiveness of the adapted elastic formula used for calculation of the dynamic modulus, Evd, was investigated theoretically and also numerically by running ABAQUS analysis. The minimum thickness of the upper layer is proposed based on the analysis. Correction factors for the formula of elastic modulus are also proposed in this study. In the future, following field test results and laboratory mechanical tests such as the resonant column test, a guideline for the use of LWDT as a standard test protocol in track construction sites, as a measuring tool for the degree of compaction and/or stiffness and dynamic modulus, will be proposed based on this analysis.