首页|粗、细钢渣集料对AC-13型沥青混合料性能的影响

粗、细钢渣集料对AC-13型沥青混合料性能的影响

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将粗、细钢渣集料分别以体积法取代玄武岩制备了钢渣沥青混合料,并研究了其体积稳定性、高低温性能及水稳定性,并与全玄武岩沥青混合料进行了对比,结果表明:粗、细钢渣集料均会降低沥青混合料的体积稳定性,尤其是钢渣细集料;粗钢渣集料对沥青混合料的各项路用性能均存在不同程度的提升作用;细钢渣集料可改善混合料的低温性能,而对高温性能和水稳定性会产生不利影响,在取代水平为80%时,高温车辙深度可达2.235 mm,冻融劈裂TSR值低于80%,工程应用时其取代水平应小于40%.
Effect of coarse and fine steel slag aggregates on the performance of AC-13 asphalt mixture
Steel slag asphalt mixture was prepared by replacing basalt with coarse and fine steel slag aggregates by volume method,and its volume stability,high and low temperature performance,and water stability were studied.It was compared with full basalt asphalt mixture.The results show that both coarse and fine steel slag aggregates can reduce the volume stability of asphalt mixtures,especially steel slag fine aggregates.The coarse steel slag aggregate has varying degrees of improvement effect on the various road performance of asphalt mixture.Fine steel slag aggregate can improve the low-temperature performance of the mixture,but has adverse effects on high-temperature performance and water stability.At a substitution level of 80%,the high-temperature rut depth can reach 2.235 mm,and the freeze-thaw splitting TSR value is less than 80%.In engineering applications,its substitution level should be less than 40%.

road engineeringcoarse and fine steel slag aggregatesasphalt mixturesmix designroad performance

闫锡龙、徐钦升、张海峰、付光辉、张铭剑、高晗

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德州市公路事业发展中心,山东德州 253011

山东省交通科学研究院,山东济南 250102

齐河恒晟公路工程有限责任公司,山东德州 251120

道路工程 粗、细钢渣集料 沥青混合料 配合比设计 路用性能

2024

山东交通科技
山东省交通科学研究所

山东交通科技

影响因子:0.249
ISSN:1673-8942
年,卷(期):2024.(3)