2016
DOI: 10.5301/jabfm.5000307
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Function Investigation of Stone Mastic Asphalt (SMA) Mixture Partly Containing Basic Oxygen Furnace (BOF) Slag

Abstract: These conclusions would benefit the future extensive utilization of BSCA in asphalt pavement.

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Cited by 7 publications
(5 citation statements)
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“…A Woszuk et al [3] used zeolite materials as replacement of the filler in the warm-mix asphalt technology as an asphalt foaming additive, and found clinoptilolite could partially replace the traditional lime filler, without a negative impact on the asphalt mastic properties. Additionally, steel slag, characterized by high basicity, rich geometric features and excellent mechanical properties [4], has been justified its feasibility to replace aggregate in road engineering [5,6]. E Masad et al [7] noted that the steel slag has the stronger bonding strength with asphalt binder in comparison to natural aggregates.…”
Section: Introductionmentioning
confidence: 99%
“…A Woszuk et al [3] used zeolite materials as replacement of the filler in the warm-mix asphalt technology as an asphalt foaming additive, and found clinoptilolite could partially replace the traditional lime filler, without a negative impact on the asphalt mastic properties. Additionally, steel slag, characterized by high basicity, rich geometric features and excellent mechanical properties [4], has been justified its feasibility to replace aggregate in road engineering [5,6]. E Masad et al [7] noted that the steel slag has the stronger bonding strength with asphalt binder in comparison to natural aggregates.…”
Section: Introductionmentioning
confidence: 99%
“…Due to its good driving comfort, fast construction speed, convenient maintenance, and easy recycling, asphalt pavement prevails in highway engineering [ 1 , 2 ]. The Chinese government has been committed to developing fully the transportation industry in the past few decades.…”
Section: Introductionmentioning
confidence: 99%
“…Chen et al [81] estimated the skid resistance of SMA mixtures with different BOF steel size by the BPN test. In the BOF slag coarse aggregates (BSCA), content with the size of 9.5-16 mm, 4.75-9.5 mm, 4.75-16 mm accounted for 45%, 29% and 16% of the total volume of the mineral mixture, respectively.…”
Section: Macro Performance Anti-slidingmentioning
confidence: 99%