Fatigue Behavior Analysis of Asphalt Mixes Containing Electric Arc Furnace (EAF) Steel Slag

  • سال انتشار: 1394
  • محل انتشار: Journal of Rehabilitation in Civil Engineering، دوره: 3، شماره: 1
  • کد COI اختصاصی: JR_CIVLJ-3-1_006
  • زبان مقاله: انگلیسی
  • تعداد مشاهده: 103
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نویسندگان

Amir Kavussi

Associate Professor, Faculty of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran

Morteza Jalili Qazizadeh

Assistant Professor, Faculty of Engineering, Quchan University of Advanced Technology, Quchan, Iran

Abolfazl Hassani

Professor, Faculty of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran

چکیده

This research was conducted in order to evaluate fatigue behavior of asphalt mixes containing Electric Arc Furnace (EAF) steel slag. After initial evaluation of the properties of EAF steel slag using X-ray Diffraction (XRD) and Scanning Electric Microscope (SEM), six sets of laboratory mixtures were prepared. Each set were treated replacing various portions of limestone aggregates of the mix with EAF steel slag. Four point bending beam fatigue tests were performed in both controlled strain and stress mode of loading at various strain and stress levels to characterize the fatigue behavior of asphalt mixes containing different percentages of EAF slag. Different approaches based on stiffness and dissipated energy were used to analyze the fatigue tests data. The results show that the inclusion of EAF in mixes improved the fatigue life considerably under both stress and strain control mode of loading. In the stress control mode, very good correlations were observed between responses and fatigue life of mixes. However, correlation coefficients in the strain control mode were relatively lower than those in the stress control mode (particularly in the tests that were based on ۵۰% reduction of initial stiffness).

کلیدواژه ها

EAF slag, Fatigue, Strain and stress control, Fatigue model

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