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Permeability and Porosity of Pervious Concrete Containing Blast Furnace Slag as a Part of Binder Materials and Aggregate

机译:含高炉矿渣作为粘结剂材料和骨料一部分的透水混凝土的渗透性和孔隙率

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The use of industrial by-products could provide a feasible solutions for the construction industry to reduce the strain on supply of natural aggregate as well as achieving the concept of environmentally friendly binder material by replacing part of Portland cement. This paper reports the results of an experimental study, mainly on the permeability and porosity characteristic of pervious concrete developed by substituting 26% Portland cement with air-cooled blast furnace slag and replacing part of natural coarse aggregate with granular blast furnace slag of different aggregate size and different water/cement ratio. The pervious concrete with lower water cement ratio and 25% GBFS affected either the porosity or the compressive strength of the pervious concrete. As expected, the porosity increased in pervious concrete with bigger aggregate size, but decreased when the smaller aggregate size was used. Partial substitution of coarse aggregate with granular GBFS of the same gradation size did not affect the permeability coefficient. Specimens developed using water cement ratio of 0.34 and coarser aggregate size tend to have a greater water permebility compared with those of 0.3 water/cement ratio.
机译:工业副产品的使用可以为建筑业提供一种可行的解决方案,以减轻天然骨料的供应压力,并通过替代部分波特兰水泥来实现环保型粘结剂材料的概念。本文报道了一项实验研究的结果,主要是通过用空冷的高炉矿渣代替26%的硅酸盐水泥并用不同骨料尺寸的粒状高炉矿渣代替部分天然粗骨料而开发的透水混凝土的渗透性和孔隙率特性。以及不同的水灰比。具有较低水灰比和25%GBFS的透水混凝土会影响透水混凝土的孔隙率或抗压强度。正如预期的那样,骨料尺寸较大的透水混凝土的孔隙率增加,但使用较小的骨料尺寸则降低了孔隙率。用相同等级粒度的颗粒GBFS部分替代粗骨料不会影响渗透系数。与0.3水灰比的样品相比,使用0.34的水灰比和更粗的骨料尺寸开发的样品倾向于具有更大的水渗透性。

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