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Experimental Study on Effect of Recycled Asphalt Mixture Particles on Properties of Concrete

机译:再生沥青混合颗粒对混凝土性能影响的实验研究

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To study the effect of different dosage of recycled asphalt mixture particles on the performance of concrete, the mechanical characteristics, shrinkage performance and durability testing were performed, the results show that the compressive strength and flexural strength of concrete are decreased with the increase of dosage recycled asphalt mixture particles, while still meet the regulatory requirements, the capability of plastic shrinkage resistance can be improved by incorporated recycled asphalt mixture fine particles, yet slight effective on the temperature shrinkage, the durability of concrete changes as a result of incorporation of recycled asphalt mixture fine particles, the durability of concrete with a dosage of 20% is considered in the optimal state, so the recommended dosage is 20%.
机译:为研究不同剂量的再生沥青混合料颗粒对混凝土性能的影响,进行了机械特性,收缩性能和耐久性测试,结果表明,随着剂量再循环的增加,混凝土的抗压强度和抗弯强度降低 沥青混合颗粒,虽然仍然符合调节要求,但通过掺入的再生沥青混合料细颗粒可以提高塑料收缩阻力的能力,但在温度收缩的略微有效,掺入再循环沥青混合物的混凝土变化的耐久性 细颗粒,用剂量为20%的混凝土的耐久性在最佳状态下考虑,所以推荐的剂量为20%。

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