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並列摘要


High volume fly ash (HVFA) concretes are one component of creating a more sustainable infrastructure. By replacing 50 % or more of the Portland cement with fly ash, a significant reduction is achieved in the carbon footprint of the in place concrete. While HVFA mixtures can be proportioned to produce equivalent long term performance as conventional (cement-only) mixtures, performance problems are often encountered at early ages, including low early-age strengths, long delays in finishing, and potentially greater susceptibility to curing conditions. In this paper, a variety of mixture proportioning options to mitigate these deficiencies are investigated within the framework of a proposed mixture proportioning methodology. Variables examined in laboratory studies include cement type, fly ash class, the provision of internal curing, and the addition of either calcium hydroxide or a rapid set cement to the binder. Switching from a Type II/V to a Type III cement enhanced one-day compressive strengths by over 50 %. Using a Class C fly ash produced a mixture with a higher calcium-to-silicate ratio than a comparable Class F fly ash and increased the measured 7-day compressive strength. However, in this study, sulfate balance was a problem in the Class C HVFA mixtures, requiring 2 % additional gypsum to provide a proper sulfate balance. Internal curing was found to significantly reduce autogenous deformation by 50 % or more, with a concurrent 13% decrease in compressive strength. Excessive retardations of 3 to 4hrs were observed in both mixtures with the Class C and the Class F fly ashes; powder additions of either a rapid set cement or calcium hydroxide were found to be effective in reducing this retardation (and setting time delays) in pastes and mortars.

被引用紀錄


蔡旻廷(2014)。使用壓力滲透試驗探討混凝土中氯離子之滲透行為〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2014.01492
林茜如(2013)。環境條件對混凝土結構物表面氯離子濃度入滲行為之研究〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2013.01244

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