Hou Yitong, Niu Kaimin, Tian Bo, Chen Junli, Li Xueyang
School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China.
Research Institute of Highway Ministry of Transport, Beijing 100088, China.
Materials (Basel). 2024 Jun 26;17(13):3137. doi: 10.3390/ma17133137.
To develop a cement emulsified asphalt composite (CEAC) that can be sprayed under a plateau negative temperature environment, the effects of the water-solid ratio, calcium aluminate cement substitution rate, emulsified asphalt content, sand-binder ratio, and polyvinyl alcohol (PVA) fiber content on the spraying performance and rheological parameters of CEAC were explored through the controlled variable method. Additionally, the correlation between the spraying performance and rheological parameters of CEAC was established, and the optimal proportion of CEAC was determined. Then, the difference in frost resistance and pore structure between the cement slurry (CS) without emulsified asphalt and CEAC at the optimum proportion was analyzed. The results showed that the optimum proportions for sprayed CEAC were 0.14 water-solid ratio, 0.5 sand-binder ratio, 25% substitution of calcium aluminate cement, 5% emulsified asphalt content, and 1.5% PVA fiber volume mixing. The yield stress and plastic viscosity of CEAC were positively correlated with the build-up thickness, whereas the rebound rate and the latter showed a negative correlation. The spraying performance may be described by the rheological parameters; the ranges of yield stress and plastic viscosity of 2.37-3.95 Pa·s and 77.42-108.58 Pa, respectively, produced the best spray ability. After undergoing an equivalent number of freeze-thaw cycles, CEAC exhibited lower mass and strength loss rates compared to CS, thereby demonstrating superior frost resistance. In addition, the pore structure analysis showed that the difference in capillary and macropore contents was the main reason for the variability in frost resistance between CS and CEAC.
为研发一种可在高原负温环境下进行喷洒的水泥乳化沥青复合材料(CEAC),通过控制变量法探究了水固比、铝酸钙水泥替代率、乳化沥青含量、砂胶比和聚乙烯醇(PVA)纤维含量对CEAC喷洒性能及流变参数的影响。此外,建立了CEAC喷洒性能与流变参数之间的相关性,并确定了CEAC的最佳配比。然后,分析了不含乳化沥青的水泥浆体(CS)与最佳配比的CEAC在抗冻性和孔隙结构方面的差异。结果表明,用于喷洒的CEAC的最佳配比为:水固比0.14、砂胶比0.5、铝酸钙水泥替代率25%、乳化沥青含量5%、PVA纤维体积掺量1.5%。CEAC的屈服应力和塑性黏度与堆积厚度呈正相关,而回弹率与后者呈负相关。喷洒性能可用流变参数来描述;屈服应力和塑性黏度分别在2.37 - 3.95 Pa·s和77.42 - 108.58 Pa范围内时,喷洒能力最佳。经过同等次数的冻融循环后,CEAC的质量损失率和强度损失率均低于CS,从而表明其具有更优的抗冻性。此外,孔隙结构分析表明,毛细孔和大孔含量的差异是CS和CEAC抗冻性不同的主要原因。