Performance optimization in bitumen properties from different sources modified with shredded tier waste

Publish Year: 1402
نوع سند: مقاله ژورنالی
زبان: English
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شناسه ملی سند علمی:

JR_IJHCUM-8-1_007

تاریخ نمایه سازی: 16 بهمن 1401

Abstract:

KGROUND AND OBJECTIVES: Optimization of bitumen with Polymer modification such as a shredded tier, which serves as a waste in the environment has been used for road pavement to minimize common failure mechanisms associated with roads. The objectives aimed at using a shredded tier to modified bitumen (STMB) in ratio۱۰:۹۰, ۲۰:۸۰, ۳۰:۷۰, ۴۰: ۶۰, and ۵۰:۵۰, from Shredded tier were added to bitumen from Agbabu and Loda to study their performances when applied in the construction industry.METHODS: Bitumen, which was obtained from Odigbo and Irele Local Government Area of Ondo State, Nigeria, was mixed at ۳۰۰۰C for two hours at different proportion with a shredded tier. Characteristics such as Penetration, Viscosity, melting point, marshal Stability, specific gravity and mechanical properties were determined.FINDINGS: Marshall Stability (kg) at ۶۰۰C increased with an increase in shredded tier modified bitumen from۱۰% to ۴۰% improved performance in both modifications and reduced in a ۵۰% increase. This indicated that the increased in shredded tier reduced the measured value of penetration after the attainment values of ۴۰:۶۰ blends. This interaction between the bitumen-tier blends has a penetration value adequately agreed with the predicted value by the penetration index model. The rheological properties from different proportions at temperatures ranging from ۴۵۰C to ۶۵۰C at ۴۰% modification were observed to have the least rutting parameter at ۳.۹ (G*/Sin δ (kPa) in Agbabu and ۲.۹۱(G*/Sin δ (kPa) in Loda for defects accountable to paving deformation and ageing as there was a decrease in the rutting parameter with the increase in temperature generally.CONCLUSION: Generally, the values obtained for the physico-mechanical properties increased with an increase in modifiers from ۱۰% to ۴۰% modification in the two samples. Though, Agbabu is preferable and economical due to the percentage yield for road construction.

Authors

G. Aladekoyi

Department of Science Laboratory Technology, Rufus Giwa Polytechnic, Owo, Ondo State, Nigeria

E.G. Olumayede

Department of Science Laboratory Technology, Rufus Giwa Polytechnic, Owo, Ondo State, Nigeria

D. Malomo

Department of Industrial Chemistry, Federal University, Oye - Ekiti, Ekiti State, Nigeria