• 제목/요약/키워드: Reinforced Earth

검색결과 349건 처리시간 0.025초

조석개념에 대한 학생들의 이해 특성 (Some Characters of Students' Understandings about Tide Concept)

  • 국동식
    • 한국과학교육학회지
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    • 제15권4호
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    • pp.429-436
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    • 1995
  • The purpose of this study is to identify students' alternative frameworks about tide concept, to investigate some characters of them and students' understanding types with increasing grade in secondary school earth science course. The objective questionnaire method was used, and the subjects of this study are 528 students selected randomly in secondary school. The results are as follow. 1) Thirteen alternative frameworks about tide concept, related to the phase change of the moon and the motion of the earth are identified. 2) The alternative frameworks needed mechanical and causal reasoning have the trend reinforced or sophisticated with increasing the grade. And alternative frameworks needed phenomenal and mechanical, phenomenal and causal reasoning are changed little but ones needed phenomenal, variative and basic reasoning change scientifically. The rates of the alternative frameworks needed definitional, empirical, phenomenal reasoning decrease at the learning grade of that concept but increase after that grade. 3) Middle school students have the definitional, phenomenal, empirical and qualitative understanding types but high school students have the causal, analytic, quantitative and mechanical ones on tide concept.

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Performance of retaining walls with and without sound wall under seismic loads

  • Mock, Erin;Cheng, Lijuan
    • Earthquakes and Structures
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    • 제7권6호
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    • pp.909-935
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    • 2014
  • The seismic characteristics of two semi-gravity reinforced concrete cantilever retaining walls are examined via an experimental program using an outdoor shake table (one with and the other without concrete masonry sound wall on top). Both walls are backfilled with compacted soil and supported on flexible foundation in a steel soil container. The primary damages during both tests are associated with significant lateral displacements of the wall caused by lateral earth pressure; however, no collapse occurs during the tests. The pressure distribution behind the walls has a nonlinear trend and conventional methods such as Mononobe-Okabe are insufficient for accurate pressure estimation.

지하역타공법용 개방형 슬래브 개발 (Development of Opened Slab Method for Top-Down Construction)

  • 송지윤;임홍철;강두현
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2008년도 춘계 학술논문 발표대회
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    • pp.43-46
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    • 2008
  • In Top-Down construction for underground structures, the placement of slab as a horizontal supporting member against lateral earth pressure is an important process in determining construction time and cost. Usually, a reinforced concrete perimeter girder distributes concentrated lateral loads from earth retaining structures such as Cast-in-place (CIP) piles. By combining the function of the R/C perimeter girder and horizontal slabs, the Opened Slab Method is efficient for reducing construction time by elimination of time-consuming formwork for traditional perimeter girders. The structural performance of the method is also discussed in this paper.

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강봉으로 보강된 프리캐스트 프리스트레스 옹벽의 동적 안정성 평가 (Evaluation of Dynamic Stability for Precast and Prestressed Wall reinforced by Steel Pipe)

  • 이일화;이수형;최찬용;금창준
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2006년도 추계학술대회 논문집
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    • pp.381-386
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    • 2006
  • The advantages of precast production are fast construction, reduction of labor and insurance of good quality. In recently, the application of the precast production is increased in the earth retaining wall field. This paper presents the results of the numerical modelling that was carried out to evaluate the stability of precast and prestressed earth retaining wall under dynamic train loading. The two-dimensional explicit dynamic finite element method (ABAQUS) was used to carry out the numerical analyses. The train loading to act track is calculated by using the real measured phase angle data. Mainly, the displacement and acceleration of wall structure in time domain analyzed to evaluate the stability under the dynamic train load.

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기초지반의 강성이 보강토 옹벽의 거동에 미치는 영향 (Effect of Foundation Stiffness on Behavior of Soil-reinforced Segmental Retaining Walls)

  • 유충식;김주석
    • 한국지반공학회논문집
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    • 제18권4호
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    • pp.7-19
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    • 2002
  • 본 논문에서는 기초지반의 강성이 블록식 보강토 옹벽의 거동에 미치는 영향에 대한 내용을 다루었다. 기초지반의 강성이 블록식 보강토 옹벽의 거동에 미치는 근본적인 메카니즘을 고찰하기 위해 보강토 옹벽에 대한 축소모형실험을 수행하였으며 축소모형실험 결과의 타당성을 검토하고 모형실험에서 다룰 수 없었던 다양한 조건을 고려함과 아울러서 현장옹벽 응력수준의 거동을 고찰하기 위해 가상의 현장옹벽에 대해 유한요소해석을 이용한 매개변수 연구를 수행하였다. 모형실험 및 유한요소해석 결과에 의하면 기초지반의 강성이 감소할수록 벽체의 변위는 현저히 증가하며, 이러한 벽체변위 증가 현상은 보강토체 내부변형보다는 보강토체의 강체 거동으로 인해 야기되는 메카니즘을 보이는 것으로 나타나 기초지반에 관련된 문제를 외적안정성의 개념에서 다루고 있는 현 설계기준은 타당한 것으로 나타났다. 본 논문에서는 모형실험 및 유한요소해석 결과를 종합하여 실무적 측면에서의 중요성을 다각적으로 고찰하였다.

보강토 교대 구조물의 하중지지 특성에 관한 3차원 유한요소해석 (3D Finite Element Analysis on Load Carrying Capacity of Geosynthetic-reinforced Bridge Abutment)

  • 유충식
    • 한국지반공학회논문집
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    • 제26권5호
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    • pp.15-26
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    • 2010
  • 본 논문에서는 보강토 교대 옹벽에 대한 3차원 유한요소해석 내용을 다루었다. 먼저 북미지역에 적용된 보강토 교대옹벽의 적용 사례와 구조에 대해 알아보았다. 해석에 있어서는 높이 4.8m 폭 14m의 제원을 갖는 가상의 보강토 교대를 고려하였으며 이에 대해 3차원 유한요소해석을 실시하여 3 차원 거동특성과 하중지지력에 대한 내용을 검토하였으며, 해석 결과는 벽제 변위 및 보강재 유발인장력 등을 토대로 3차원 거동에 대한 검토가 가능하도록 제시하였다. 그 결과 교대 보강토 옹벽의 벽체 변위 및 보강재 유발인장력 등 거동 특성 검토 항목에 있어 설계시 적용하는 2차원 평면변형가정 단면의 결과보다 현저히 작게 검토되어 현 설계기준은 다소 보수적인 결과를 주는 것으로 검토되었다.

기성콘크리트말뚝(PHC)을 이용한 옹벽겸용 흙막이설계사례 (Case Study on the Design of Earth Retaining and Retention Wall Using Pre-casted Concreted Pile(PHC))

  • 한중근;조용량;김상귀;박상철;어윤원
    • 한국환경복원기술학회지
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    • 제8권3호
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    • pp.33-42
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    • 2005
  • The bearing methods using pile of steel itself or reinforced concrete has been applying which in excavated depth was not deep. Also, the retaining wall as resisting structure to lateral force has taken weakness that the cure periods of concreted is long. Recently, with the material cost of steel, the application of cement is more increasing trend. In this study, the design methods of earth retaining and retention wall within the pre-casted concrete pile, PHC(Pretentioned spun High strength Concrete piles), was proposed which in the ground condition of excavated depth was not deep. The typical ground conditions, cohesive and non-cohesive soil, was considered as follows; soil strength as internal friction angle and UU(Undrained Unconsolidation triaxial test) strength, soil reaction and stabilization of structures. The application of design methods could be confirmed through the comparing and analyzing between measured data and utility software for the design.

과거 30년 우리나라 광화학 오염과 연구 현황 (Photochemical Air Pollution of Seoul in the Last Three Decades)

  • 한지현;김학영;이미혜;김소영;김세웅
    • 한국대기환경학회지
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    • 제29권4호
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    • pp.390-406
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    • 2013
  • In Korea, photochemical air pollution has drawn public attention as one of the major environmental issues since 1990s. To abate ozone and air pollution, new legislation was enacted and regulation was reinforced in conjunction with basic researches. As a result, the air quality has been much improved in terms of primary pollutant such as CO and the occurrence of extremely high ozone concentration. In Seoul, on the other hand, concentrations of ozone and exeedance hours of its national standard have increased since 2005, which is intimately coupled with $NO_2$ variations. It indicates the need for further research at long-term bases to improve our understanding on complex processes determining ozone concentrations. In this paper, the characteristics of ozone variation was analyzed with 13-year measurement data obtained in Seoul. In addition, the previous studies and their main results were summarized that have been performed in association with photochemical air pollution in Korea over the last three decades.

토목섬유로 보강된 철도노반의 동상 및 지지력 평가 (Estimation of Reinforced Railway Roadbed by Geosynthetics on Frost and Bearing Capacity)

  • 심재범;채영수
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 토목섬유 학술발표회 논문집
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    • pp.117-128
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    • 1999
  • Geosynthetics have been studied especially Korean Railway earth works from the outset and have proved successful in both technical and economic terms. Hitherto Geosynthetics have been given consideration chiefly in dimensioning the requisite track subbase thickness, but have not been considered when calculating the thickness of the frost protection layer. this often made it impossible to reduce the thickness of the subbase. The article therefore puts forward a proposal for considering the German Geosynthetics in dimensioning the requisite thickness of the frost protection layer.

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Compliance and Verification Mechanism of STCW'95 and Its Implementation in China

  • Hao, Yong
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2000년도 Proceeding of CIN-KIN Joint Symposium 2000 on M.E.T. Under STCW 78/95 and SINO-KOREA MARITIME CONTACT IN MID-CENTURIES
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    • pp.33-40
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    • 2000
  • To improve the compliance and verification mechanism is one of the important reasons to revise the STCW Convention. The mechanism includes the assessment of competence, control, precision of description of competence, quality standard system, communication of information and so on. Chinese seaman's education an training institute & the organization of evaluating and issuing certificates should enhance realizing the importance of compliance and verification mechanism and carry out it down to earth. The current work that should be reinforced is to control the qualified evaluation effectively.

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