首页|OGFC-5钢渣沥青混合料的组成设计与性能研究

OGFC-5钢渣沥青混合料的组成设计与性能研究

扫码查看
在沥青混合料中引入钢渣集料,制备了不同类型的OGFC-5沥青磨耗层,探究了磨耗层的组成设计,测试了磨耗层的飞散损失、析漏率、水稳定性、高低温性能、抗滑性能和抗剪切性能.结果表明:掺入钢渣轻微增加了OGFC-5沥青混合料的油石比,且钢渣细集料影响更为明显.与玄武岩磨耗层相比,钢渣磨耗层的飞散损失值和析漏率明显降低,残留稳定度和冻融抗拉强度比得到提升.全钢渣磨耗层的动稳定度和低温弯拉应变最大,分别为8 750次/mm和3 150με.在磨耗层中掺入钢渣集料可提升混合料的构造深度、摆值和剪切强度,显著提升抗滑性能和抗剪切性能.
Investigation on the Composition Design and Performance of OGFC-5 Steel Slag Asphalt Mixture
By adding steel slag aggregate into asphalt mixture,different types of OGFC-5 asphalt wear layers were prepared,the composition design of wear layers was explored,and the flying loss,leakage rate,water stability,high and low temperature performance,anti-sliding performance and shear per-formance of wear layers were tested.The results show that the asphalt-aggregate ratio of OGFC-5 as-phalt mixture is slightly increased by adding steel slag,and the effect of steel slag fine aggregate is more obvious.Compared with basalt wear layer,the flying loss and leakage rate of steel slag wear layer are obviously reduced,and the residual stability and freeze-thaw tensile strength ratio are im-proved.The dynamic stability and low-temperature bending and tensile strain of the all-steel slag wear layer are the largest,which are 8750 times/mm and 3150pe respectively.Adding steel slag aggregate into the wear layer can improve the structural depth,pendulum value and shear strength of the mix-ture,and significantly improve the anti-sliding performance and shear performance.

road engineeringporous asphalt mixturesteel slagultra-thin wear layerroad performance

王子鹏、马宏伟、吴少鹏、杨超、谢君

展开 >

同济大学道路与交通工程教育部重点实验室 上海 201804

武汉理工大学硅酸盐国家重点实验室 武汉 430070

湖北工业大学土木建筑与环境学院 武汉 430068

道路工程 多孔沥青混合料 钢渣 超薄磨耗层 路用性能

河北通华公路材料有限公司科技合作项目广西重点研发计划项目

WHLG-DTXJ-211215012021AB26023

2024

武汉理工大学学报(交通科学与工程版)
武汉理工大学

武汉理工大学学报(交通科学与工程版)

CSTPCD
影响因子:0.462
ISSN:2095-3844
年,卷(期):2024.48(5)