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Technical University of Crete
Technical University of Crete
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| URI: | http://purl.tuc.gr/dl/dias/A51B60D1-FC12-419B-AD6F-855BF4ACD628 | ||
| Year | 2012 | ||
| Type of Item | Peer-Reviewed Journal Publication | ||
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| Bibliographic Citation | K. Anastasiadou, K. Christopoulos, E. Mousios and E. Gidarakos, "Solidification/stabilization of fly and bottom ash from medical waste incineration facility", J. Hazard. Mater., vol. 207-208, pp. 165-170, Mar. 2012. doi:10.1016/j.jhazmat.2011.05.027 https://doi.org/10.1016/j.jhazmat.2011.05.027 | ||
| Appears in Collections |
In the present work, the stabilization/solidification of fly and bottom ash generated from incinerated hospital waste was studied. The objectives of the solidification/stabilization treatment were therefore to reduce the leachability of the heavy metals present in these materials so as to permit their disposal in a sanitary landfill requiring only a lower degree of environmental protection. Another objective of the applied treatment was to increase the mechanical characteristics of the bottom ash using different amounts of Ordinary Portland Cement (OPC) as a binder. The solidified matrix showed that the cement is able to immobilize the heavy metals found in fly and bottom ash. The TCLP leachates of the untreated fly ash contain high concentrations of Zn (13.2 mg/l) and Pb (5.21 mg/l), and lesser amounts of Cr, Fe, Ni, Cu, Cd and Ba. Cement-based solidification exhibited a compressive strength of 0.55–16.12 MPa. The strength decreased as the percentage of cement loading was reduced; the compressive strength was 2.52–12.7 MPa for 60% cement mixed with 40% fly ash and 6.62–16.12 MPa for a mixture of 60% cement and 40% bottom ash. The compressive strength reduced to 0.55–1.30 MPa when 30% cement was mixed with 70% fly ash, and to 0.90–7.95 MPa when 30% cement was mixed with 70% bottom ash, respectively.
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