Factors affecting the strength of cement composite cold recycled mixture and its interface morphological characteristics

Haonan Zhou, Haifeng Zhang, Zhoucong Xu, Tianlong Chen, H. Wang
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Abstract

In this study, we used the SEM electron microscope to observe the morphological characteristics of each phase interface in the mixture, focusing on the effects of gradation, cement content, curing age, and mixing method on the unconfined compressive strength and splitting strength of the cold recycled mixture, to optimize the material composition design of cement composite recycled mixture. The results showed that dry shrinkage cracks and cement aggregates appeared on the surface of the three aggregates formed by conventional mixing, while the old cement that was not closely connected on the RBP surface of the mixture fell off using the vibration mixing method. The cement on the surface of all kinds of aggregates was evenly coated, with a reduced interface strength variability. The strength of the mixture increased with age was in line with the law of cement strength growth; The increase in cement content could increase the unconfined compressive strength and splitting strength of the mixture; The strength of the mixture increased and then decreased with the increase of RAP content. The unconfined compressive strength and splitting strength of the mixture were increased by 32.4% and 44.3%, and the coefficient of variation was reduced by 27.1% and 31.0%, respectively, by using vibration mixing compared with conventional mixing.
影响水泥复合冷再生料强度的因素及其界面形态特征
本研究通过SEM电镜观察混合料中各相界面形态特征,重点研究级配、水泥掺量、养护龄期、搅拌方式对冷再生混合料无侧限抗压强度和劈裂强度的影响,优化水泥复合再生混合料的材料组成设计。结果表明:常规搅拌形成的三种骨料表面均出现干缩裂缝和水泥骨料,振动搅拌形成的混合料RBP表面未紧密连接的旧水泥脱落。各种集料表面的水泥涂覆均匀,界面强度变异性减小。混合料的强度随龄期的增加符合水泥强度增长规律;水泥掺量的增加可以提高混合料的无侧限抗压强度和劈裂强度;随着RAP含量的增加,混合料的强度先升高后降低。与常规搅拌相比,振动搅拌可使混合料的无侧限抗压强度和劈裂强度分别提高32.4%和44.3%,变异系数分别降低27.1%和31.0%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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