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Combined effect of fine aggregate and silica fume on properties of Portland cement pervious concrete

机译:细骨料和硅粉的综合作用对波特兰水泥渗透混凝土的性质

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Portland cement pervious concrete has been expected to have good water permeability, mechanical properties and abrasion resistance at the same time when Portland cement pervious concrete is applied to the actual vehicle pavement. In this study, the coarse aggregate and cement were replaced by the fine aggregate and the silica fume to improve actual road performance Portland cement pervious concrete. The Mechanical properties, the water permeability and the abrasion resistance of Portland cement pervious concrete were investigated. The results show that the compressive strength, the flexural strength and the abrasion resistance are increased when the fine aggregate and the silica fume are added to Portland cement pervious concrete separately. However, the porosity and the water permeability are decreased simultaneously. With assistance of silica fume and fine aggregate simultaneously, Portland cement pervious concrete could achieve a higher strength. The compressive strength, the flexural strength and the abrasion resistance of Portland cement pervious concrete mixed with 5% fine aggregates and 8% silica fume are increased by 93.1%, 65% and 65.2%, respectively. The porosity and the water permeability are decreased by 22.4% and 85% when Portland cement pervious concrete is mixed with 5% fine aggregate and 8% silica fume. Therefore, the replacement ratio of the fine aggregates and the silica fume should be considered comprehensively and determined on the premise of ensuring the water permeability coefficient.
机译:波特兰水泥渗透混凝土预计在波特兰水泥渗透混凝土应用于实际的车辆路面时,预计将具有良好的耐水性,机械性能和耐磨性。在这项研究中,粗骨料和水泥被精细聚集体和硅胶粉碎所取代,以改善实际的道路性能波特兰水泥渗透混凝土。研究了机械性能,透水性和渗流渗透渗透混凝土的耐磨性。结果表明,当细骨料和二氧化硅烟雾加入到波特兰水泥透水混凝土时,抗压强度,弯曲强度和耐磨性增加。然而,孔隙率和水渗透率同时降低。在同时硅烟和精细聚集的帮助下,波特兰水泥渗透混凝土可以达到更高的强度。波特兰水泥渗透混凝土与5%细聚集体和8%二氧化硅烟气混合的抗压强度,抗弯强度和耐磨性分别增加了93.1%,65%和65.2%。当波特兰水泥渗透混凝土与5%细骨料和8%二氧化硅烟气混合时,孔隙率和水渗透率降低了22.4%和85%。因此,应全面地考虑精细聚集体和二氧化硅烟气的替代率,并在确保水渗透系数的前提下确定。

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