Environmental and mechanical impacts of waste incinerated acidic sludge ash as filler in hot mix asphalt
Source abstract
Abstract
In this paper, the feasibility of employing waste incinerated acidic sludge ash (IASA) as a viable alternative to the mineral fillers in hot mix asphalt (HMA) with a siliceous aggregate source from environmental and mechanical aspects was investigated. Environmental impacts were analyzed considering four factors: ignitability, reactivity, corrosivity using pH test, and toxicity using toxicity characteristic leaching procedure test. Mechanical properties of mixtures were obtained using indirect tensile strength (ITS), resilient modulus, moisture sensitivity, and permanent deformation tests. Results revealed that all metal concentrations leached from IASA modified HMA and pH of IASA modified samples comply with the United States Environmental Protection Agency (EPA). It was also demonstrated that incorporation of IASA in HMA leads to enhancement of HMA mechanical properties. ITS and resilient modulus of mixtures containing IASA were higher than those of the control mixtures. Replacing 50 wt.% of siliceous stone dust filler with IASA causes an increment about twofold in the flow number and reduction of the rut depth by about 26 % compared to those of the control sample. Moreover, the hydrophobicity and impermeability properties of IASA modified HMA and the stronger interfacial reaction between asphalt and IASA, resulted in improving the moisture susceptibility of the mixture containing IASA. This paper provides more insights on IASA waste management through its application in an environmentally friendly HMA.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Concrete and Cement Materials Research · Recycling and utilization of industrial and municipal waste in materials production
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (43)
Show source-provided references
1. Economic evaluation of recycling acidic sludge project of reprocessing industries to bitumen (A case study)10.1016/j.eti.2015.11.004 ↗
2. Effect of electric arc furnace dust (EAFD) on properties of asphalt cement mixture10.1016/j.resconrec.2012.10.003 ↗
3. A review of the use of recycled solid waste materials in asphalt pavements10.1016/j.resconrec.2007.02.002 ↗
4. The possible use of sewage sludge ash (SSA) in the construction industry as a way towards a circular economy10.1016/j.jclepro.2015.02.051 ↗
5. Kandhal · 1993
6. Study on the optimum rice husk ash content added in asphalt binder and its modification with bio-oil10.1016/j.conbuildmat.2017.05.004 ↗
7. Effect of coal waste powder in hot mix asphalt compared to conventional fillers: mix mechanical properties and environmental impacts10.1016/j.jclepro.2014.11.078 ↗
8. Environmental impacts of the use of bottom ashes from municipal solid waste incineration: a review10.1016/j.resconrec.2018.09.011 ↗
9. Utilization of municipal solid waste incineration ash in stone mastic asphalt mixture: pavement performance and environmental impact10.1016/j.conbuildmat.2008.05.009 ↗
10. Moisture damage resistance of hot-mix asphalt made with paper industry wastes as filler10.1016/j.jclepro.2015.06.016 ↗
11. Effect of Jordanian oil shale fly ash on asphalt mixes10.1061/(ASCE)0899-1561(2005)17:5(553) ↗
12. Little · 2006
13. Influence of antistripping additives on moisture susceptibility of warm mix asphalt mixtures10.1061/(ASCE)MT.1943-5533.0000111 ↗
14. Effect of mineral filler on properties of warm asphalt mastic containing Sasobit10.1016/j.conbuildmat.2013.07.085 ↗
15. Evaluating the effect of amorphous carbon powder on moisture susceptibility and mechanical resistance of asphalt mixtures10.1016/j.conbuildmat.2017.06.036 ↗
16. Rutting and fatigue performance of asphalt mixtures containing amorphous carbon as filler and binder modifier10.1016/j.conbuildmat.2018.08.179 ↗
17. Laboratory evaluation of stone mastic asphalt containing amorphous carbon powder as filler material
18. Aging evaluation of amorphous carbon-modified asphalt binders using rheological and chemical approach10.1061/(ASCE)MT.1943-5533.0002976 ↗
19. Effect of zycotherm on moisture susceptibility of Warm Mix Asphalt mixtures prepared with different aggregate types and gradations10.1016/j.conbuildmat.2016.04.143 ↗
20. NSA · 2013
21. Herrington · 2006
22. The Ministry of Road and Urban Development, I · 2011
23. 1993
24. IMOE · 2010 · 535
25. A comparison of contact angle measurement techniques applied to highly porous catalyst supports10.1016/j.powtec.2012.08.032 ↗
26. Hefer · 2005
27. Using surface free energy method to study the cohesion and adhesion of asphalt mastic10.1016/j.conbuildmat.2013.05.067 ↗
28. A Phenomenological Fatigue Performance Model of Asphalt Mixtures Based on Fracture Energy Density10.1520/JTE20130057 ↗
29. A review of state of the art on stripping phenomenon in asphalt concrete10.1016/j.conbuildmat.2012.08.033 ↗
30. Utilization of recycled brick powder as alternative filler in asphalt mixture10.1016/j.conbuildmat.2010.08.005 ↗
31. Simple performance test for superpave mix design
32. USEPA · 2005
33. USEPA · 2004
34. Effects of copper slag and recycled concrete aggregate on the properties of CIR mixes with bitumen emulsion, rice husk ash, Portland cement and fly ash10.1016/j.conbuildmat.2015.08.021 ↗
35. USEPA · 1992
36. USEPA · 2007
37. USEPA · 2007
38. An experimental study on the effect of loading history parameters on the resilient modulus of conventional and SBS-modified asphalt mixes10.1016/j.conbuildmat.2013.11.091 ↗
39. Sebaaly · 2007
40. Kiggundu · 1988
41. U.S.EPA · 2016
42. HOKLAS · 2011
43. U.S.EPA · 2017