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Effects of Aggregate Mineralogy on the Thermal Expansion Behavior of Concrete

机译:骨料矿物学对混凝土热膨胀行为的影响

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The coefficient of thermal expansion (CTE) of concrete is greatly influenced by thermal behavior of aggregates due to their large volume proportion in concrete. In order to understand the effect of coarse and fine aggregate on the thermal behavior of concrete, the average CTE of concrete with granite and dolomite as coarse aggregate and granite-originated manufactured sand and alluvial natural sand as fine aggregate were measured. The results showed that concretes composed of high stone volume of granite with MS have the lowest CTE value (4.44 με/°F) whereas those composed of low stone volume of granite with siliceous NS have the highest CTE value (5.42 με/°F). Testing results demonstrate that the effect of fine aggregate in concrete mixture is more dominant while using granite as coarse aggregate rather than dolomite. In addition, this study characterized the microstructure and chemical composition of both coarse and fine aggregates by utilizing petrographic analysis tools. Testing results were used to identify minerals showing varied thermal behavior and also to correlate with the measured CTE values of the concrete specimens so that better understanding of thermal expansion behavior of concrete could be made.
机译:混凝土的热膨胀(CTE)系数大大由聚集体的热行为由于混凝土其大体积的比例的影响。为了理解粗和细骨料的混凝土上的热行为的效果,用花岗岩和白云石作为粗骨料和花岗岩发起制砂和冲积天然砂作为细骨料混凝土的平均CTE进行测定。结果表明,与MS花岗岩的高石体积组成混凝土具有最低CTE值(4.44με/°F),而那些花岗岩的低石体积组成与硅质NS具有最高CTE值(5.42με/°F) 。测试结果表明,细骨料在混凝土混合物中的作用更占优势,而采用花岗岩作为粗骨料,而不是白云石。此外,本研究通过利用岩相分析工具,其特征在于两个粗略和精细聚集体的微观结构和化学组成。测试结果被用来确定矿物质表示改变热性能,并且还以与混凝土的测量的CTE值相关标本,使得更好地理解的混凝土的热膨胀性能可以作出。

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