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Properties of pervious concrete incorporating recycled concrete aggregates and slag

机译:再生混凝土聚集体和渣的渗透混凝土的性质

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The properties of pervious concrete made with recycled concrete aggregates (RCA) were investigated. Natural aggregates were replaced by RCA at levels of 0, 10, 20, 40, 70, and 100%. Slag was also incorporated to enhance the performance and sustainability of the concrete mixtures. Slump, hardened density, total void content, porosity, permeability, compressive strength, tensile splitting strength, flexural strength, and abrasion resistance were determined. Results showed that the RCA replacement led to an increase in total void content, porosity, and permeability, while a decrease in slump and hardened density was noted. The mechanical properties and abrasion resistance were adversely affected due to the weak RCA and aggregate-mortar interface. The clogging potential of pervious RCA concrete was also assessed over a simulated 20-year lifespan. Permeability could be restored to acceptable, but lower, levels through pressurized water washing. RCA limited the restoration of permeability of pervious concrete, while slag facilitated it. Analytical models were developed to correlate physical, transport, mechanical, and durability properties. Codified equations were assessed for their applicability. Experimental findings highlight the ability to use pervious RCA concrete in pavement applications. (C) 2019 Elsevier Ltd. All rights reserved.
机译:研究了用再循环混凝土聚集体(RCA)制备的渗透混凝土的性质。通过RCA替代天然骨料,0,10,20,40,70和100%的RCA取代。还注册了炉渣,以提高混凝土混合物的性能和可持续性。确定坍落度,硬化密度,总空隙含量,孔隙率,渗透性,抗压强度,拉伸分裂强度,弯曲强度和耐磨性。结果表明,RCA替代品导致总空隙含量,孔隙率和渗透率的增加,同时注意到坍落度和硬化密度的降低。由于RCA和聚集砂浆界面较弱,机械性能和耐磨性受到不利影响。还通过模拟20年的寿命评估了渗透RCA混凝土的堵塞潜力。通过加压水洗可以恢复可接受的,但可接受的渗透性。 RCA限制了渗透混凝土渗透性的恢复,而矿渣促进了它。开发了分析模型,以关联物理,运输,机械和耐久性。为其适用性评估了编纂方程。实验结果突出了在路面应用中使用透水RCA混凝土的能力。 (c)2019 Elsevier Ltd.保留所有权利。

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