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Performance and Microstructure of Cold Recycled Mixes Using Asphalt Emulsion with Different Contents of Cement

机译:不同水泥含量的沥青乳液对冷再生混合料的性能和微观结构的影响

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摘要

Cold recycled mixes using asphalt emulsion (CRME) is an economical and environmentally-friendly technology for asphalt pavement maintenance and rehabilitation. In order to determine the optimum range of cement contents, the complex interaction between cement and asphalt emulsion and the effects of cement on performance of CRME were investigated with different contents of cement. The microstructure and chemical composition of the fracture surface of CRME with different contents of cement were analyzed in this paper as well. Results show that the high-temperature stability and moisture susceptibility of CRME increased with the contents of cement increasing. The low-temperature crack resistance ability gradually increased when the content of cement is increased from 0% to 1.5%. However, it gradually decreased when the content of cement is increased from 1.5% to 4%. Cold recycled mixes had better low-temperature cracking resistance when the contents of cement were in the range from 1% to 2%. The results of microstructure and energy spectrum analysis show that the composite structure is formed by hydration products and asphalt emulsion. The study will be significant to better know the effects of cement and promote the development of CRME.
机译:使用沥青乳液(CRME)的冷再生混合料是一种经济,环保的沥青路面养护和修复技术。为了确定水泥含量的最佳范围,研究了水泥和沥青乳液之间的复杂相互作用以及水泥对不同水泥含量下CRME性能的影响。本文还分析了不同水泥含量的CRME断裂面的组织和化学成分。结果表明,CRME的高温稳定性和湿气敏感性随水泥含量的增加而增加。当水泥的含量从0%增加到1.5%时,耐低温龟裂能力逐渐提高。但是,当水泥含量从1.5%增加到4%时,它逐渐降低。当水泥含量在1%至2%的范围内时,冷再生混合物具有更好的低温抗裂性。微观结构和能谱分析结果表明,复合结构是由水合产物和沥青乳液形成的。该研究对于更好地了解水泥的作用并促进CRME的发展具有重要意义。

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