Wang Zhenjun, Cai Linlin, Wang Xiaofeng, Xu Chuang, Yang Bo, Xiao Jingjing
School of Materials Science and Engineering, Chang'an University, Xi'an 710061, China.
Engineering Research Central of Pavement Materials, Ministry of Education of China, Chang'an University, Xi'an 710061, China.
Materials (Basel). 2018 Jul 5;11(7):1145. doi: 10.3390/ma11071145.
Cement emulsified asphalt mixture (CEAM) is widely used in asphalt pavement for its environmental virtues. However, a CEAM layer can influence fatigue performance of asphalt pavement because of higher air voids of CEAM in contrast to hot mix asphalt (HMA). Therefore, it is common to use HMA and CEAM structure combinations for improving the fatigue performance. In this work, three different thickness structure combinations of HMA (AC-10) and CEAM (AC-16) were designed, in which HMA and CEAM were used as top layer and bottom layer, respectively. The fatigue performance of the three combinations was studied. The fatigue equations of the combinations were established and the rational combination was recommended. The distributions of the internal voids in the combinations were studied with X-ray computed tomography (X-ray CT); and the correlation between the fatigue life and the void ratios were analyzed. Artificial neural network (ANN) was employed to predict the fatigue life of each combination. The results show that the fatigue life of the combinations is inversely proportional to the stress ratio level and environment temperature. The optimal combination is the structure with 40 mm HMA and 40 mm CEAM. The internal void ratio of CEAM is higher than that of HMA. A thinner HMA and thicker CEAM structure can result in higher void ratios and lower fatigue life of the combinations. The prediction results of ANN are similar to the experimental results. The obtained results can potentially guide the design of cement emulsified asphalt pavement structures.
水泥乳化沥青混合料(CEAM)因其环保优点而广泛应用于沥青路面。然而,由于与热拌沥青(HMA)相比,CEAM的空隙率较高,CEAM层会影响沥青路面的疲劳性能。因此,为提高疲劳性能,常采用HMA与CEAM结构组合。本研究设计了三种不同厚度的HMA(AC - 10)与CEAM(AC - 16)结构组合,其中HMA和CEAM分别作为表层和底层。研究了这三种组合的疲劳性能。建立了组合的疲劳方程并推荐了合理的组合。利用X射线计算机断层扫描(X射线CT)研究了组合内部空隙的分布;分析了疲劳寿命与空隙率之间的相关性。采用人工神经网络(ANN)预测各组合的疲劳寿命。结果表明,组合的疲劳寿命与应力比水平和环境温度成反比。最优组合是40 mm厚的HMA和40 mm厚的CEAM结构。CEAM的内部空隙率高于HMA。较薄的HMA和较厚的CEAM结构会导致组合的空隙率较高且疲劳寿命较低。ANN的预测结果与试验结果相似。所得结果可为水泥乳化沥青路面结构设计提供潜在指导。