Xiang Shuncheng, Yuan Ming, Yang Xin, Li Lulu, Gao Yingli, Yu Haotian, Zhou Huan, Zheng Tingxiang, Zhang Jin, Jiang Zhen
Hunan Provincial Engineering Technology Research Center for Novel and Carbon Neutral Road Material, Changsha University of Science & Technology, Changsha, China.
Science and Technology Affairs Center of Hunan Province, Changsha, 410082, China.
Sci Rep. 2025 Jul 1;15(1):21457. doi: 10.1038/s41598-025-96359-y.
In this paper, Cement Asphalt (CA) mortar specimens mixed with polyurethane polycarboxylate and ordinary commercial polycarboxylate water-reducing agents have been prepared. The pore structure has been determined by scanning electron microscopy (SEM) and nuclear magneti2c resonance (NMR) characterization. In accordance with the concept of fractal dimension, the fractal model has been engaged to quantify the pore volume of Cement Asphalt (CA) mortar, Through the application of the Pearson correlation coefficient coupled with regression analysis, the relationship between fractal dimension and compressive and flexural performance has been analyzed. The results have shown that when the content of polyurethane polycarboxylate is 0.8%, compared to ordinary polycarboxylate, its 28-day compressive and flexural strength is increased by 35.29% and 39.13%, respectively, and the total porosity is reduced by 31.19%, and the proportion of harmful macropores is reduced by 76.02%. The influence of polyurethane polycarboxylates on the pore structure and uniformity of Cement Asphalt (CA) mortar is due to the longer molecular chains of cellulose ether and associated polyurethane. These chains possess the capability to elongate, intertwine, and fuse with a myriad of Cement Asphalt (CA) mortar particles, thereby constructing an intricate three-dimensional network. According to the analysis of fractal dimension and nuclear magnetic resonance test data, the Cement Asphalt (CA) mortar 's pore volume fractal dimension is greater than 3, indicating that the pore structure has fractal characteristics. In addition, as the fractal dimension increases, the correlation coefficients are 0.9113 and 0.9074, respectively, proving that the fractal dimension of pore structure is significantly positively correlated with flexural and compressive strength, This suggests that the fractal dimension of the pore volume acts as a pivotal link, correlating the mechanical properties with the microscale characteristics of Cement Asphalt (CA) mortar .
本文制备了掺加聚氨酯聚羧酸和普通市售聚羧酸减水剂的水泥乳化沥青(CA)砂浆试件。通过扫描电子显微镜(SEM)和核磁共振(NMR)表征确定了孔隙结构。依据分形维数的概念,采用分形模型对水泥乳化沥青(CA)砂浆的孔隙体积进行量化。通过应用皮尔逊相关系数并结合回归分析,分析了分形维数与抗压和抗折性能之间的关系。结果表明,当聚氨酯聚羧酸含量为0.8%时,与普通聚羧酸相比,其28天抗压强度和抗折强度分别提高了35.29%和39.13%,总孔隙率降低了31.19%,有害大孔比例降低了76.02%。聚氨酯聚羧酸对水泥乳化沥青(CA)砂浆孔隙结构和均匀性的影响归因于纤维素醚和相关聚氨酯的分子链较长。这些链能够伸长、缠绕并与众多水泥乳化沥青(CA)砂浆颗粒融合,从而构建出复杂的三维网络。根据分形维数分析和核磁共振试验数据,水泥乳化沥青(CA)砂浆的孔隙体积分形维数大于3,表明孔隙结构具有分形特征。此外,随着分形维数的增加,相关系数分别为0.9113和0.9074,证明孔隙结构分形维数与抗折强度和抗压强度显著正相关,这表明孔隙体积分形维数是连接水泥乳化沥青(CA)砂浆力学性能与微观特征的关键纽带。