INVESTIGATING THE EFFECT OF OLIVE HUSK ASH ON DYNAMIC CREEP OF ASPHALT CONCRETE MIXTURES

被引:0
作者
Haddad, Madhar [1 ]
Khedaywi, Taisir [2 ]
机构
[1] United Arab Emirates Univ, Dept Architectural Engn, POB 15551, Al Ain, U Arab Emirates
[2] Jordan Univ Sci & Technol, Dept Civil Engn, POB 3030, Irbid 22110, Jordan
关键词
Asphalt mixtures; Olive husk ash; Creep; Resilient modulus; Stiffness; Strain; HOT MIX ASPHALT; RUTTING PERFORMANCE; PERMANENT DEFORMATION; FLY-ASH; HYDRATED LIME; FILLER; POWDER; MODULUS;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper aims at finding out the impact of Olive Husk Ash on the dynamic creep of asphalt concrete. The asphalt concrete mixtures were subjected to a simulation of a creep test using a Universal Testing Machine, and five percentages of Olive Husk Ash by volume of the binder were added. Three loading frequencies (1, 4 and 8 Hz), which simulate vehicle speeds of 20, 40 and 60 miles/hr. respectively and three testing temperatures (5, 25 and 40oC), which represent cold, moderate, and hot temperatures, were taken into consideration. Olive Husk Ash, sometimes known as olive waste ash, is widely available in Jordan. This study uses olive husk ash as an asphalt additive to recycle it. Additionally, using ash reduces the financial expense of making asphalt mix. The results show that adding ash at the right concentration (10-15%) improves the quality and effectiveness of asphalt concrete mixtures. The addition of OHA to asphalt has a beneficial effect on improving resilient modulus and creep stiffness as well as reducing accumulated strain at various frequencies and temperatures.
引用
收藏
页码:931 / 948
页数:18
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