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Application of Double-Coated Recycled Concrete Aggregates for Hot-Mix Asphalt

机译:双涂层再生混凝土聚集在热混合沥青中的应用

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Bituminous mixtures made with recycled concrete aggregates (RCAs) exhibited inferior properties than those containing natural aggregates only. This is mainly because the old cement mortar attached to RCA surfaces and other impurities such as bricks and tiles. In this study, new state of the art coating technique was developed to improve the behaviour of RCA-asphalt mixtures. The technique was based on combining two treatments: coating and heating. It was therefore referred to as a double coating technique (DCT). Mixes made with 0%, 20%, 40%, and 60% of double coated recycled concrete aggregates (DCRCAs) were evaluated through Marshall parameters, indirect tensile strength (ITS), tensile strength ratio (TSR), and indirect tensile stiffness modulus (ITSM) tests. The results indicated that the DCT improves strength, and stripping resistance of bituminous mixes. The DCRCA-asphalt mixtures, had a lower wet tensile strength and TSR in comparison with control mix. The DCRCA-mixtures, however, exhibited better tensile strength, higher resistance against moisture, and higher resilient modulus compared to those made with uncoated RCAs. Asphalt mixtures made with DCRCAs also achieved better stiffness than control mix up to 40% granite aggregates substitution. Although the results obtained are satisfactory, other mechanical properties (Fatigue life, rutting and dynamic modulus) of HMA made with DCRCAs require further evaluation.
机译:用再生混凝土聚集体(RCA)制备的沥青混合物表现出比仅含有自然聚集体的劣质性质。这主要是因为旧水泥砂浆连接到RCA表面和其他杂质,如砖和瓷砖。在这项研究中,开发了新的涂料技术的新状态以改善RCA-沥青混合物的行为。该技术基于组合两种治疗方法:涂覆和加热。因此,它被称为双涂层技术(DCT)。通过Marshall参数,间接拉伸强度(ITS),拉伸强度比(TSR)和间接拉伸刚度模量( ITSM)测试。结果表明,DCT提高了沥青混合物的强度和剥离性。与对照混合物相比,DCRCA-沥青混合物具有较低的湿拉伸强度和TSR。然而,与用未涂覆的RCA制备的那些,DCRCA混合物表现出更好的拉伸强度,较高的耐​​水分抗性和更高的弹性模量。用DCRCA制备的沥青混合物也实现了比对照组合的更好的刚度,高达40%花岗岩聚集体取代。尽管所获得的结果是令人满意的,但是用DCRCA制造的HMA的其他机械性能(疲劳寿命,车辙和动态模量)需要进一步评估。

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