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Characteristics of Pervious Concrete with Environmental Friendly Based Binder

机译:基于环境友好的粘合剂渗透混凝土的特点

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In general, the use of massive flexible and rigid pavement for road construction causing green land reduction that have an impact on the reduction of the catchment area. Therefore, the use of porous concrete is an environmentally friendly alternative. Its usage is expected to absorb water into the ground. Permeable pavements have different design goals if compared to the conventional pavement, due to the ability to infiltrate the storm water through the pavement surface. The purpose of this research is to get the optimum proportion of porous concrete mixture using a friendly environment binder material. Fly ash (FA) and silica fume (SF) were used to replace a certain part of the Portland Cement Composite (PCC). The maximum FA replacement referred to the proportions of the FA percentage in the massive paving industry (25%) and the maximum SF replacement (6%) as recommended by ACI 225R-10. The highest 90-day compressive strength gained by specimens of 12% PCC replacement by FA (5.87 MPa), which is 10.2% higher compared to the porous concrete compressive strength which binder composed of 12% FA and 6% SF replacement. The permeability varies at 28 days, but at the age of 90 days, the porous concrete permeability almost evenly, so that the influence of the 6% silica fume in the mixture is not indicated. The ratio of 6% replacement of cement by silica fume with no fly ash gave the highest permeability of 1.4 cm/s, approaching the previous research conducted by Schaefer, et al (2006), while at the age of 90 days the permeability of porous concrete (1.11 cm/s) closed with the results done by Montes (2006).
机译:在一般情况下,道路建设使用大量的柔性和刚性路面导致绿地减少那些对集水面积减少的影响。因此,使用多孔混凝土是一种对环境友好的替代。它的使用预计将水吸收到地面。如果与以往相比路面,由于通过路面渗入雨水的能力透水路面具有不同的设计目标。这项研究的目的是为了获得使用环境友好的粘合剂材料多孔混凝土混合物的最佳比例。飞灰(FA)和硅粉(SF)来代替硅酸盐水泥复合材料(PCC)的某一部分。最大FA替换被称为推荐ACI 225R-10在大规模工业铺路(25%)和最大SF替换(6%)的百分比FA的比例。通过FA(5.87兆帕),其为10.2%以上相比于粘合剂组成12%FA和6%SF替换的多孔混凝土抗压强度获得了12%的PCC更换试样的最高的90天抗压强度。渗透率在28天时而变化,但在90日龄时,多孔混凝土渗透性几乎均匀,使得在混合物中的6%的硅灰的影响没有表示。 6%取代水泥通过与没有飞灰硅粉的比例得到1.4的最高渗透性厘米/秒,接近先前由谢弗,等人(2006)进行的研究,而在90天的多孔渗透性年龄混凝土(1.11厘米/秒)与蒙特斯(2006年)完成的结果关闭。

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