Utilization of municipal solid waste incineration (MSWI) fly ash in blended cement Part 1: Processing and characterization of MSWI fly ash.
This paper is the first of a series of two articles dealing with the processes applied to MSWI fly ash with a view to reusing it safely in cement-based materials. Part 1 presents two stabilization processes and Part 2 deals with the use of the two treated fly ashes (TFA) in mortars. Two types of binder were used: an Ordinary Portland Cement (OPC) containing more than 95% clinker (CEM I 52.5R) and a binary blend cement composed of 70% ground granulated blast furnace slag and 30% clinker (CEM III-B 42.5N). In this first part, two stabilization processes are presented: the conventional process, called "A", based on the washing, phosphation and calcination of the ash, and a modified process, called "B", intended to eliminate metallic aluminum and sulfate contained in the ash. The physical, chemical and mineralogical characteristics of the two TFA were comparable. The main differences observed were those expected, i.e. TFA-B was free of metallic aluminum and sulfate. The mineralogical characterization of the two TFAs highlighted the presence of large amounts of a calcium aluminosilicate phase taking two forms, a crystalline form (gehlenite) and an amorphous form. Hydration studies on pastes containing mixed TFA and calcium hydroxide showed that this phase reacted with calcium hydroxide to form calcium aluminate hydrates. This formation of hydrates was accompanied by a hardening of the pastes. These results are very encouraging for the reuse of such TFA in cement-based materials because they can be considered as pozzolanic additions and could advantageously replace a part of the cement in cement-based materials. Finally, leaching tests were carried out to evaluate the environmental impact of the two TFAs. The elements which were less efficiently stabilized by process A were zinc, cadmium and antimony but, when the results of the leaching tests were compared with the thresholds of the European landfill directive, TFA-A could nevertheless be accepted at landfills for non-hazardous waste. The modifications of the process led to a significant reduction in the stabilization of chromium, selenium and antimony.
Aubert
J E
JE
Laboratoire Matériaux et Durabilité des Constructions (L.M.D.C.), INSA-UPS, 135 Avenue de Rangueil, 31077 Toulouse Cedex 4, France. aubert@insa-toulouse.fr
Husson
B
B
Sarramone
N
N
D000535:Aluminum / Q000737:chemistry; D002119:Calcium Carbonate / Q000737:chemistry; D002126:Calcium Hydroxide / Q000737:chemistry; D002244:Carbon / Q000737:chemistry* / Q000633:toxicity*; D055598:Chemical Phenomena; D002627:Chemistry, Physical; D060729:Coal Ash; D003252:Construction Materials / Q000032:analysis*; D005602:France; D006863:Hydrogen-Ion Concentration; D017745:Incineration; D010316:Particle Size; D052638:Particulate Matter / Q000737:chemistry* / Q000633:toxicity*; D012037:Refuse Disposal / Q000379:methods*; D012995:Solubility; D013431:Sulfates / Q000737:chemistry; D014961:X-Ray Diffraction
D060729:Coal Ash; D052638:Particulate Matter; D013431:Sulfates; D002244:Carbon; D000535:Aluminum; D002119:Calcium Carbonate; D002126:Calcium Hydroxide