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Comparison of Compressive Strength and Young's Modulus of Cement Samples with Different Types of Aggregate

机译:不同类型的聚集体压缩力量和杨氏模量的比较

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Several different types of aggregates were used for production of tested samples, namely: the standard sand of a fraction 0-4 mm, quartz sand of a fraction 0-0.4 mm, finely ground recycled limestone powder of a fraction 0-0.07 mm, finely ground recycled concrete of a fraction 0-0.13 mm (ground by Lavaris Company), and finally crushed bricks of a fraction 2-5 mm. The Portland cement CEM I 42.5 R produced in Radotin was used as a binder. Testing was carried out on prismatic samples of dimensions 40 x 40×160 mm. Compressive strength and static Young's modulus were measured for individual samples and these differed by the type of a microfiller and its amount.
机译:几种不同类型的聚集体用于生产测试的样品,即:级分的标准砂0-4mm,石英砂馏分0-0.4毫米,精细接地再生石灰石粉末馏分0-0.07毫米,精细地面再生混凝土级分0-0.13毫米(由Lavaris公司的地面),最后压碎的砖块2-5毫米。在射线中产生的波特兰水泥CEM I 42.5 R用作粘合剂。在尺寸40×40×160mm的棱镜样品上进行测试。针对单个样品测量抗压强度和静态杨氏模量,这些样品的含量与微填充物的类型不同及其量不同。

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