河南科技大学学报（自然科学版）2026，Vol.47Issue(2)：67-72,81,7.DOI:10.15926/j.cnki.issn1672-6871.2026.02.008
玄武岩纤维高黏高弹超薄磨耗层路用性能试验研究
Experimental Study on Pavement Performance of Basalt Fiber Ultra Thin Wearing Course with High Viscosity and Elasticity
摘要
Abstract
To address the insufficient pavement performance of ultra-thin wearing courses under complex conditions such as high temperature,low temperature,and water damage,basalt fiber and high-viscosity high-elasticity modified asphalt were combined and applied to SMA-5 asphalt mixture.Pavement performance was evaluated through tests including rutting,uniaxial penetration,low-temperature bending beam,and immersed Marshall tests.Test results show that basalt fiber significantly improved mixture performance:high-temperature dynamic stability was increased by 13.0%,low-temperature failure strain was raised by 43.4%,and moisture stability was slightly enhanced by 2.4%.A synergistic effect between basalt fiber and high-viscosity high-elasticity asphalt was observed,further improving high-temperature stability(by 1.42 times)and low-temperature crack resistance(by 31.4%).Direct shear and cracking tests indicated that basalt fiber increased the shear strength of the mixture by 0.86～1.37 times and cracking resistance by 11.6%～19.8%.High-viscosity high-elasticity asphalt mainly enhanced crack propagation resistance,by approximately 28.3%～67.3%.This achievement is particularly suitable for road maintenance projects in areas with heavy traffic,high temperatures,and rainy climates,as well as for"white-to-black"pavement rehabilitation(overlaying asphalt on cement concrete pavements).关键词
道路工程/高黏高弹改性沥青/路用性能/玄武岩纤维/超薄磨耗层Key words
road engineering/high-viscosity and high-elasticity modified asphalt/pavement performance/basalt fiber/ultra-thin wearing course分类
交通工程引用本文复制引用
李波,张杨,吴正光,康爱红..玄武岩纤维高黏高弹超薄磨耗层路用性能试验研究[J].河南科技大学学报（自然科学版）,2026,47(2):67-72,81,7.基金项目
国家自然科学基金项目(52178439) （52178439）
扬州市-扬州大学市校合作项目(YZ2020262) （YZ2020262）
