Use of vitrified bottom ashes of municipal solid waste incinerators in bituminous mixtures in substitution of natural sands
Source abstract
Abstract
Bottom ashes derived from an Italian municipal solid waste incinerator (MSWI) were vitrified at 1450°C and subsequently employed, after adequate size reduction, as sand fractions in partial or total substitution of natural aggregates in bituminous mixtures for road pavements.The experimental plan is focused on the effects associated to variations of both the binder content (4⋅5–5⋅5%) and the percentage of sand substitution with vitrified MSWI ashes (0–100%). The investigation was carried out by considering performance related compaction, volumetric and mechanical properties, which were assessed in the laboratory by employing a number of different characterisation techniques.It was observed that the key factor which allows a detailed interpretation of test results is the minimum absorption, which takes place in the mixtures at the vitrified ash bitumen interface. Consequently, mixtures including this type of secondary (recycled) aggregates may lead to substantial savings associated to the reduction of binder dosage and therefore, to economic and environmental advantages.Although mixtures containing vitrified MSWI ashes need to be thoroughly investigated with special attention devoted to mix design and moisture susceptibility issues, the results obtained in this study appear to be promising. The presence of vitrified ashes does not negatively affect the stiffness and fatigue failure properties of the mixtures, while benefits deriving from their high angle of internal friction may be beneficial regarding the resistance to accumulation of permanent deformation.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Recycling and utilization of industrial and municipal waste in materials production · Concrete and Cement Materials Research · Building materials and conservation
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (22)
Show source-provided references
1. 10.1016/S0956-053X(02)00161-710.1016/S0956-053X(02)00161-7 ↗
2. 10.1016/j.resconrec.2004.06.00710.1016/j.resconrec.2004.06.007 ↗
3. 10.1016/j.resconrec.2004.05.00410.1016/j.resconrec.2004.05.004 ↗
4. 10.1016/S0956-053X(02)00041-710.1016/S0956-053X(02)00041-7 ↗
5. 10.1016/j.cemconres.2004.02.00110.1016/j.cemconres.2004.02.001 ↗
6. K. Ksaibati and J. Stephen: ‘Utilization of bottom ash in asphalt mix’, Research Report, the University of Wyoming, Laramie, WY, USA, 1999.
7. Th. M. M. · 1994
8. Gress D. L. · 1991
9. Alkemade M. M. C. · 1994
10. 10.1016/j.jhazmat.2006.02.07210.1016/j.jhazmat.2006.02.072 ↗
11. 10.1016/S0956-053X(02)00009-010.1016/S0956-053X(02)00009-0 ↗
12. 10.1016/j.jhazmat.2005.11.06410.1016/j.jhazmat.2005.11.064 ↗
13. 10.1016/j.jhazmat.2007.06.00610.1016/j.jhazmat.2007.06.006 ↗
14. 10.1016/j.wasman.2007.02.03410.1016/j.wasman.2007.02.034 ↗
15. 10.1016/j.jnoncrysol.2005.11.00810.1016/j.jnoncrysol.2005.11.008 ↗
16. 10.1016/j.cossms.2003.08.00210.1016/j.cossms.2003.08.002 ↗
17. 10.1016/S0956-053X(03)00038-210.1016/S0956-053X(03)00038-2 ↗
18. 10.1016/j.fuel.2006.03.01210.1016/j.fuel.2006.03.012 ↗
19. 10.1016/S0921-3449(02)00007-110.1016/S0921-3449(02)00007-1 ↗
20. 10.1016/S0955-2219(03)00264-410.1016/S0955-2219(03)00264-4 ↗
21. Appendino P. · ENCO J. · 2004 · 26 · 27
22. Santagata E. · Int. J. Pavement Eng. Asphalt Technol. · 2002 · 3 · 42