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Comparing Design Void Content with Actual Void Content of Laboratory Prepared Pervious Concrete

机译:实验室透水混凝土的设计空隙率与实际空隙率的比较

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The goal of this study was to compare the predicted void content with the actual void content of pervious concrete cylinders. All pervious concrete systems are designed with a void content in mind to facilitate a specific permeability; however, due to variable placing techniques and inherent issues with the material, the actual in place void content often varies from designed. This study quantifies this difference and attempts to develop a correction factor, such that design values are more approximate to in place pervious concrete systems. The analysis included multiple mixtures with three design void contents (15%, 25%, 35%), two aggregate types (angular and rounded), and three different water-to-cement ratios (0.33, 0.37, 0.41). These samples were methodically designed to contain a desired void ratio, then casted in the laboratory, in which the compaction of each sample was controlled for consistency. Following casting, the in-place void content was determined using ASTM C1754 and compared to the predicted. The difference was then averaged to create a correction factor requiring more or less cement paste, which was used to redesign the mixtures. The new mixtures were then compared to the predicted void content. The results of this study show that initial designs can vary from 3% - 15% on average from initial designed void content and that a correction factor can be used to obtain within 3% on average of the target void ratios.
机译:这项研究的目的是将透水混凝土圆柱体的预计空隙率与实际空隙率进行比较。所有透水混凝土系统在设计时都考虑了空隙含量,以促进特定的渗透性。但是,由于可变的放置技术和材料固有的问题,实际放置的空隙含量通常与设计有所不同。这项研究对这种差异进行了量化,并试图建立一个校正因子,以使设计值更接近于已渗透的混凝土系统。分析包括具有三种设计空隙率(15%,25%,35%),两种骨料类型(角形和圆形)以及三种不同水灰比(0.33、0.37、0.41)的多种混合物。对这些样品进行系统地设计,使其包含所需的空隙率,然后在实验室浇铸,在该实验室中,控制每个样品的压实度以保持一致性。铸造后,使用ASTM C1754确定就地空隙含量,并将其与预测值进行比较。然后将差异平均,以创建需要或多或少水泥浆的校正系数,该校正系数用于重新设计混合物。然后将新混合物与预测的空隙率进行比较。这项研究的结果表明,初始设计与初始设计空隙率的平均值可以相差3%至15%,并且可以使用校正因子来获得平均目标空隙率的3%以内。

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