Zhang Yu, Zhang Yao, Li Bo, Kang Aihong, Wang Yu
College of Civil Science and Engineering, Yangzhou University, Yangzhou 225127, China.
Research Center for Basalt Fiber Composite Construction Materials, Yangzhou 225127, China.
Materials (Basel). 2024 Apr 11;17(8):1762. doi: 10.3390/ma17081762.
In the context of green and low-carbon development, energy saving, and emission reduction, hot recycling technology (RT) has been researched, which is divided into hot central plant RT and hot in-place RT. However, due to the aged asphalt binders, the shortcomings of hot recycled asphalt mixtures have become apparent, as in comparison to new asphalt mixtures, their resistance to cracking was inferior and the cracking resistance deteriorated more rapidly. Therefore, it was very necessary to focus on the improvement of crack resistance of hot recycled asphalt mixtures. Basalt fiber has been proved to be able to effectively improve the comprehensive road performance of new asphalt mixtures. Therefore, this paper introduced basalt fiber to hot central plant recycled and hot in-place recycled asphalt mixtures, in order to improve the crack resistance of asphalt as a new type of fiber stabilizer. Firstly, six types of SMA-13 fiber asphalt mixtures were designed and prepared, i.e., hot mixtures with basalt fiber or lignin fiber, hot central plant recycled mixtures with basalt fiber or lignin fiber, and hot in-place recycled mixtures with basalt fiber or lignin fiber. Secondly, the trabecular bending test, low-temperature creep test, semi-circular bending test, and IDEAL-CT were used to comparatively study the changing patterns of low and intermediate temperature cracking resistance of hot recycled mixtures with conventional lignin fibers or basalt fibers. Finally, Pearson's correlation coefficient was used to analyze the correlation of the different cracking resistance indicators. The results show that the low and intermediate temperature cracking resistance of hot central plant recycled mixtures increased by 45.6% (dissipative energy ratio, /) and 74.8% (flexibility index, FI), respectively. And the corresponding cracking resistance of hot in-place recycled mixture increased by 105.4% (/) and 55.7% (FI). The trabecular bending test was more suitable for testing the low-temperature cracking resistance of hot recycled asphalt mixtures, while the IDEAL-CT was more suitable for testing the intermediate-temperature cracking resistance. The results can provide useful references for the utilization of basalt fiber in the hot recycling of SMA-13 asphalt mixtures.
在绿色低碳发展、节能减排的背景下,研究了热再生技术(RT),其分为热中心厂再生和热就地再生。然而,由于老化的沥青结合料,热再生沥青混合料的缺点变得明显,与新沥青混合料相比,其抗裂性较差且抗裂性恶化更快。因此,非常有必要关注热再生沥青混合料抗裂性的改善。玄武岩纤维已被证明能够有效改善新沥青混合料的综合路用性能。因此,本文将玄武岩纤维引入热中心厂再生和热就地再生沥青混合料中,以作为一种新型纤维稳定剂提高沥青的抗裂性。首先,设计并制备了六种类型的SMA - 13纤维沥青混合料,即含玄武岩纤维或木质素纤维的热拌混合料、含玄武岩纤维或木质素纤维的热中心厂再生混合料以及含玄武岩纤维或木质素纤维的热就地再生混合料。其次,采用小梁弯曲试验、低温蠕变试验、半圆弯曲试验和IDEAL - CT对含传统木质素纤维或玄武岩纤维的热再生混合料的中低温抗裂性变化规律进行对比研究。最后,利用皮尔逊相关系数分析不同抗裂指标的相关性。结果表明,热中心厂再生混合料的中低温抗裂性分别提高了45.6%(耗能比,/)和74.8%(柔性指数,FI)。热就地再生混合料的相应抗裂性提高了105.4%(/)和55.7%(FI)。小梁弯曲试验更适合测试热再生沥青混合料的低温抗裂性,而IDEAL - CT更适合测试中温抗裂性。研究结果可为玄武岩纤维在SMA - 13沥青混合料热再生中的应用提供有益参考。