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    Utilization of Self-Consolidating Concrete Technology for Large Placements in New Nuclear Construction: A Study on Self-Consolidating Concrete Stability and Constructability

    Source: Journal of Nuclear Engineering and Radiation Science:;2021:;volume( 008 ):;issue: 002::page 24501-1
    Author:
    Haranki, Boris
    ,
    Dilek, Ufuk
    DOI: 10.1115/1.4051363
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper discusses the use of self-consolidating concrete (SCC), in a large-scale placement during new nuclear plant construction. SCC has provided cost and labor savings and construction process improvements. Use of SCC has been effective in schedule acceleration by reducing placement durations and early curing termination with rapid strength gain. Self-consolidating properties were particularly of value at placements of poor access as internal vibrators were not effective and large surface area made form vibrators ineffective beyond the perimeter. This paper provides a discussion of technical challenges encountered in development of a properly functioning SCC mixture, and testing performed to overcome these challenges. The paper discusses the engineering considerations and laboratory and field trials preparing for a 3950 m3 placement for the base of a nuclear plant. The placement was anticipated to take 35 h at 110 m3/h batch plant output. Overview of mix design specifications and mix development is provided. The mixture satisfied the laboratory test parameters including SCC tests
     
    stability and column segregation. However, the mixture had to undergo rounds of constructability testing beyond laboratory development prior to the large placement. Among the constructability properties was the distance SCC will move with the stone before stopping. A long trough was filled as a mockup for and subsequently cored. The number of pumps and pump nozzle placement spacing was determined as a result. Slump flow retention as the polycarboxylate loses effectiveness and foaming of the mixture when pumped were also investigated. Foaming was attributed to viscosity, air entrainer, and pump pressures or rate of pumping. Laboratory trials with various admixtures and pumping studies in the field were conducted to achieve a mixture that retains slump flow and can be pumped at the desired rates without instability or excessive foaming. The placement was completed successfully in 35 h over multiple shifts.
     
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      Utilization of Self-Consolidating Concrete Technology for Large Placements in New Nuclear Construction: A Study on Self-Consolidating Concrete Stability and Constructability

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    • Journal of Nuclear Engineering and Radiation Science

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    contributor authorHaranki, Boris
    contributor authorDilek, Ufuk
    date accessioned2022-05-08T08:31:46Z
    date available2022-05-08T08:31:46Z
    date copyright10/19/2021 12:00:00 AM
    date issued2021
    identifier issn2332-8983
    identifier otherners_008_02_024501.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4284039
    description abstractThis paper discusses the use of self-consolidating concrete (SCC), in a large-scale placement during new nuclear plant construction. SCC has provided cost and labor savings and construction process improvements. Use of SCC has been effective in schedule acceleration by reducing placement durations and early curing termination with rapid strength gain. Self-consolidating properties were particularly of value at placements of poor access as internal vibrators were not effective and large surface area made form vibrators ineffective beyond the perimeter. This paper provides a discussion of technical challenges encountered in development of a properly functioning SCC mixture, and testing performed to overcome these challenges. The paper discusses the engineering considerations and laboratory and field trials preparing for a 3950 m3 placement for the base of a nuclear plant. The placement was anticipated to take 35 h at 110 m3/h batch plant output. Overview of mix design specifications and mix development is provided. The mixture satisfied the laboratory test parameters including SCC tests
    description abstractstability and column segregation. However, the mixture had to undergo rounds of constructability testing beyond laboratory development prior to the large placement. Among the constructability properties was the distance SCC will move with the stone before stopping. A long trough was filled as a mockup for and subsequently cored. The number of pumps and pump nozzle placement spacing was determined as a result. Slump flow retention as the polycarboxylate loses effectiveness and foaming of the mixture when pumped were also investigated. Foaming was attributed to viscosity, air entrainer, and pump pressures or rate of pumping. Laboratory trials with various admixtures and pumping studies in the field were conducted to achieve a mixture that retains slump flow and can be pumped at the desired rates without instability or excessive foaming. The placement was completed successfully in 35 h over multiple shifts.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleUtilization of Self-Consolidating Concrete Technology for Large Placements in New Nuclear Construction: A Study on Self-Consolidating Concrete Stability and Constructability
    typeJournal Paper
    journal volume8
    journal issue2
    journal titleJournal of Nuclear Engineering and Radiation Science
    identifier doi10.1115/1.4051363
    journal fristpage24501-1
    journal lastpage24501-4
    page4
    treeJournal of Nuclear Engineering and Radiation Science:;2021:;volume( 008 ):;issue: 002
    contenttypeFulltext
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