山东大学学报 (工学版) ›› 2025, Vol. 55 ›› Issue (5): 154-164.doi: 10.6040/j.issn.1672-3961.0.2024.078
• 土木工程 • 上一篇
胡瑶瑶1,张圣涛2,肖玉帅3*,宋士茂4,张吉哲3
HU Yaoyao1, ZHANG Shengtao2, XIAO Yushuai3*, SONG Shimao4, ZHANG Jizhe3
摘要: 针对诱导性材料对沥青混合料微波加热性能影响规律不清的问题,设计制备不同钢纤维质量分数的钢渣沥青混合料、玄武岩沥青混合料、粗钢中玄沥青混合料及粗玄中钢沥青混合料,通过微波加热试验研究钢渣及钢纤维对沥青混合料升温速率及升温均匀性的影响规律,采用车辙试验、低温弯曲试验、浸水马歇尔试验、体积安定性试验与四点弯曲疲劳试验评价钢渣沥青混合料的路用性能。结果表明:钢渣显著提高了沥青混合料的微波加热升温效率,但降低了升温均匀性;钢纤维对沥青混合料微波加热升温效率影响不明显,随着钢纤维质量分数的增加升温均匀性呈现先改善后劣化的规律;钢渣的掺入能够提升沥青混合料的高低温性能与疲劳性能,但对混合料的体积安定性与水稳定性产生不利影响。本研究初步证实了钢渣用作诱导加热自愈合沥青路面集料的可行性,具有较好的应用前景。
中图分类号:
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