Study on fracture performance and failure mechanism of hydraulic basalt fiber asphalt concrete by considering temperature effect

• Published in: Theoretical and applied fracture mechanics 2023-06, Vol.125, p.103895, Article 103895
• Main Authors: Long, Anxiong, Sun, Xinjian, Zhang, Guangli, Yu, Zhenpeng, Zhang, Baoyun, Huang, Peijie, Wang, Jiwei, Wen, Lifeng
• Format: Article
• Language: English
• Subjects: Basalt fiber; Failure mechanism; Fracture performance; Hydraulic asphalt concrete (HAC); Temperature effect
• ISSN: 0167-8442; 1872-7638
• DOI: 10.1016/j.tafmec.2023.103895

•Application of basalt fiber in hydraulic asphalt concrete.•Effect of temperature on fracture performance of hydraulic asphalt concrete.•Discrete element method is used to reveal the action mechanism of fiber.•The failure mechanism of hydraulic asphalt concrete is analyzed from the micro level. An asphalt concrete anti-seepage core wall may be faced with the risk of cracking due to problems like uneven settlement of the foundation during the service period. Considering that hydraulic asphalt concrete (HAC) has a high asphalt content while basalt fibers have excellent tensile properties and good compatibility with asphalt, adding basalt fibers into HAC may potentially form a useful material for hydraulic engineering. Therefore, it is of great significance to comprehensively examine the fracture properties of this new composite material from both macroscopic and mesoscopic perspectives. To explore the effect of basalt fibers on the fracture performance of HAC, an experimental study was carried out on hydraulic basalt fiber asphalt concrete (HBFAC) under different temperatures by considering 3 fiber lengths and 4 fiber contents. The results showed that, when the temperature remained constant, the fracture load, fracture toughness and fracture energy of HAC all exhibited an upward trend with the increase of fiber content, and reached the maximum values at the fiber content of 4‰. Of different fiber lengths, the maximum fracture load, fracture toughness and fracture energy were observed at the fiber length of 6 mm. With the growth of temperature, the fracture load and fracture toughness exhibited a decreasing trend, while the fracture energy showed an increasing trend. At the same time, the increase in fracture load and fracture toughness due to the fiber reinforcing effect was gradually enlarged, but the increase in fracture energy was gradually reduced. Overall, the optimum fiber length and fiber content were determined to be 6 mm and 4‰, respectively. Subsequently, the fiber properties were further investigated with the discrete element method, and the results of internal mesoscopic mechanical behavior, crack development and particle displacement indicate that basalt fibers play a positive role in dispersing stress and inhibiting crack development so as to improve the toughness and cracking resistance of HAC. Finally, the failure mechanism of HBFAC at different temperatures was revealed from a mesoscopic level. The outcome of this paper provides a theoretica