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生物质油温拌沥青结合料路用性能研究

杨亚楠 田文君

天津建设科技2026,Vol.36Issue(3):52-57,6.
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天津建设科技2026,Vol.36Issue(3):52-57,6.DOI:10.3969/j.issn.1008-3197.2026.03.011

生物质油温拌沥青结合料路用性能研究

Road Performance of Biomass-Oil Warm-Mix Asphalt Binder

杨亚楠 1田文君1

作者信息

  • 1. 天津高速公路集团有限公司,天津 300384
  • 折叠

摘要

Abstract

To evaluate the road performance of biomass-oil warm-mix asphalt binder,four asphalt binders were select-ed:90#Qinhuangdao base asphalt,70#Jingbo base asphalt,Lunt styrene-butadiene rubber(SBS)modified asphalt,and Lunt rubber asphalt.A series of tests were conducted,including rotational viscosity test,dynam-ic shear rheometer(DSR)test,bending beam rheometer(BBR)test,boiling test,and water immersion test.The results show that the viscosity of the biomass-oil warm-mix 90#and 70#base asphalts does not vary with shear rate,exhibiting Newtonian fluid behavior,whereas the viscosity of SBS-modified asphalt and rubber as-phalt varies with shear rate,exhibiting non-Newtonian fluid behavior.Compared with hot-mix asphalt,the biomass-oil warm-mix asphalt exhibits an increased phase angle,decreased complex shear modulus(G)and rutting factor(G/sinδ),reduced creep stiffness,increased creep rate,and unchanged adhesion grade.Over-all,the biomass-oil warm-mix technology leads to a reduction in high-temperature performance and an im-provement in low-temperature performance of asphalt binders,while the adhesion performance remains essen-tially stable.

关键词

公路工程/生物质油/温拌沥青结合料/旋转黏度试验/路用性能

Key words

road engineering/Biomass oil/warm-mix asphalt binder/rotational viscosity test/road performance

分类

交通工程

引用本文复制引用

杨亚楠,田文君..生物质油温拌沥青结合料路用性能研究[J].天津建设科技,2026,36(3):52-57,6.

天津建设科技

1008-3197

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