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Filler from crushed aggregate for concrete: Pore structure, specific surface, particle shape and size distribution

机译:压碎骨料的填料,用于混凝土:孔结构,比表面积,颗粒形状和尺寸分布

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Characteristics of fine particles (0-125 μm diameter) from seven different crushed and natural sands from five different Norwegian rock types were determined. The results suggest that the same water absorption values, as determined by EN 1097-6 on coarser sand fractions, can be applied to the fines. The values of specific surface area measurements vary widely between different materials and between different measurement methods. BET measurements seem to be strongly affected by the mineralogical composition (presence of mica) and surface morphology (weathering) of the particles. Specific surface area calculated from the particle size distributions (PSD) is mainly dependent on the precision of the test methods in the size range below about 3-5 urn, because these small particles contain most of the surface area. Shape measurements by both Dynamic Image Analysis (DIA), which is a 2-D method, and X-ray microcomputed tomography (u.CT), which is a 3-D method, have yielded similar relative length-to-thickness aspect ratios of the particles between different mineralogies, though with lower absolute values for DIA due to 2-D projection of 3-D quantities.
机译:确定了来自五种不同挪威岩石类型的七种不同压碎和天然砂的细颗粒(直径为0-125μm)的特征。结果表明,可以将EN 1097-6对较粗的砂级分确定的吸水率值应用于细粉。在不同材料之间和不同测量方法之间,比表面积测量的值差异很大。 BET测量似乎受到颗粒的矿物学组成(云母存在)和表面形态(风化)的强烈影响。由粒度分布(PSD)计算的比表面积主要取决于测试方法的精度,在小于约3-5μm的尺寸范围内,因为这些小颗粒包含大部分表面积。通过2-D方法“动态图像分析”(DIA)和3-D方法的X射线微计算机断层扫描(u.CT)进行形状测量,得出了相似的相对于厚度的长宽比尽管由于3D量的2D投影而具有较低的DIA绝对值,但不同矿物学之间的颗粒的数量却有所不同。

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