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      KCI등재 SCIE SCOPUS

      Structural Behavior of Precast Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) Cantilever Retaining Walls: Part I - Analysis and Design Procedures and Environmental Impact Calculations (EIC)

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      https://www.riss.kr/link?id=A104798076

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      다국어 초록 (Multilingual Abstract)

      Ultra-high Performance Fiber Reinforced Concrete (UHPFRC) is a new generation of cementitious based construction materialdeveloped in the mid 1990s that its unique characteristics such as high durability and impermeability, negligible shrinkage/creep ...

      Ultra-high Performance Fiber Reinforced Concrete (UHPFRC) is a new generation of cementitious based construction materialdeveloped in the mid 1990s that its unique characteristics such as high durability and impermeability, negligible shrinkage/creep andhigh impact resistance lead to almost maintenance free and direct enhancement of the life-span of a structure. UHPFRC is an ecofriendlyand environmentally green construction material which has the capacity to compete not only with conventional ReinforcedConcrete (RC) or prestressed concrete design, but it is also able to compete with conventional steel design. This paper is presented intwo parts. The first part (Part I) of this paper presents the analysis and design procedures of the precast UHPFRC cantilever retainingwalls as a sustainable alternative approach to conventional precast RC cantilever retaining walls. Further, the Environmental ImpactCalculations (EIC) of the precast UHPFRC cantilever retaining walls were compared against the conventional precast RC cantileverretaining walls as the benchmark. The second part (Part II) of this paper evaluates the reliability of the precast UHPFRC cantileverretaining walls through experimental tests on full scale UHPFRC wall specimens. The EIC results proved that cantilever retainingwalls fabricated from UHPFRC are generally more environmentally sustainable than those built of the conventional RC with respectto the reduction of CO2 emissions, Embodied Energy (EE) and Global Warming Potential (GWP). Finally, advantages of the precastUHPFRC cantilever retaining walls versus the conventional precast RC walls were presented.

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      참고문헌 (Reference)

      1 Voo, Y. L., "Variable engagement model for fibre reinforced concrete in tension" School of Civil and Environmental Engineering, The University of New South Wales 2003

      2 Le, T. T., "Ultra high performance fiber reinforced concrete – optimisation of mix proportions" 2007

      3 Ng, T. S., "Sustainability with ultrahigh performance and geopolymer concrete construction" 81-100, 2011

      4 Mosley, W. H., "Reinforced concrete design to eurocode 2" Palgrave MacMillan 2007

      5 JSCE, "Recommendations for design and construction of ultra high strength fiber reinforced concrete structures (Draft), JSCE Guideline for Concrete No. 9"

      6 Fuglestvedt, J. S., "Metrics of climate change: Assessing radiative forcing and emission indices" 58 (58): 267-331, 2003

      7 Xie, Y., "Long-term durability of cementbased materials with very low w/b" 23 (23): 303-308, 2008

      8 Struble, J., "How sustainable is concrete?" 2004

      9 Elrod, M. J., "Greenhouse warming potential from the infrared spectroscopy of atmospheric gases" 76 (76): 1702-1705, 1999

      10 Murthy, V., "Geotechnical engineering" CRC 10 : 2003

      1 Voo, Y. L., "Variable engagement model for fibre reinforced concrete in tension" School of Civil and Environmental Engineering, The University of New South Wales 2003

      2 Le, T. T., "Ultra high performance fiber reinforced concrete – optimisation of mix proportions" 2007

      3 Ng, T. S., "Sustainability with ultrahigh performance and geopolymer concrete construction" 81-100, 2011

      4 Mosley, W. H., "Reinforced concrete design to eurocode 2" Palgrave MacMillan 2007

      5 JSCE, "Recommendations for design and construction of ultra high strength fiber reinforced concrete structures (Draft), JSCE Guideline for Concrete No. 9"

      6 Fuglestvedt, J. S., "Metrics of climate change: Assessing radiative forcing and emission indices" 58 (58): 267-331, 2003

      7 Xie, Y., "Long-term durability of cementbased materials with very low w/b" 23 (23): 303-308, 2008

      8 Struble, J., "How sustainable is concrete?" 2004

      9 Elrod, M. J., "Greenhouse warming potential from the infrared spectroscopy of atmospheric gases" 76 (76): 1702-1705, 1999

      10 Murthy, V., "Geotechnical engineering" CRC 10 : 2003

      11 "Eurocode 7: Geotechnical design-Part 1:General rules"

      12 "Eurocode 2: Design of concrete structures-Part 1-1: General rules and rules for buildings"

      13 Frank, R., "Designers’ guide to EN 1997-1eurocode 7: Geotechnical design-general rules"

      14 "Code of practice for earth retaining structures"

      15 Voo, Y. L., "Characteristics of ultra-high performance, ‘ductile’ concrete and its impact on sustainable construction" 3 (3): 168-187, 2010

      16 Forster, P., "Changes in atmospheric constituents and in radiative forcing, Climate Change 2007: The Physical Science Basis" Cambridge University Press 2007

      17 Oner, A., "An experimental study on optimum usage of GGBS for the compressive strength of concrete" 29 (29): 505-514, 2007

      18 Sedran, T., "An example of UHPFRC recycling" 2009

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      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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