Effect of chemical treatment of MSWI bottom ash for its use in concrete

In this paper, municipal solid waste incineration (MSWI) bottom ash was characterised before and after chemical treatment and the effect of ash addition on the performance of concrete as a partial replacement of fine aggregate was evaluated. The chemical treatment aimed to eliminate the side effect of MSWI ash – the creation of a network of bubbles – which can eventually lead to a significant reduction of the overall performance of concrete. Petrographic examinations, energy dispersive X-ray spectroscopy and X-ray diffraction, were carried out to chemically characterise the MSWI bottom ash. The mechanical performance of the ash-combined concrete was evaluated by measuring its compressive strength. Analysis of the measured data demonstrates that the chemical treatment successfully transformed metallic aluminium in the ash into a stable form and hence expansion of the concrete due to hydrogen gas evolution was no longer detected in the concrete containing treated ash. Consequently, compared with specimens w...

[1]  Eduardo Júlio,et al.  Precast alkali-activated concrete towards sustainable construction , 2014 .

[2]  Roberta Onori,et al.  Mechanical properties and leaching modeling of activated incinerator bottom ash in Portland cement blends. , 2011, Waste management.

[3]  L Hanzic,et al.  Utilization of municipal solid waste bottom ash and recycled aggregate in concrete. , 2006, Waste management.

[4]  Osman Şimşek,et al.  The effects of waste concrete properties on recycled aggregate concrete properties , 2013 .

[5]  Xiao-Yong Wang Simulation of temperature rises in hardening Portland cement concrete and fly ash blended concrete , 2013 .

[6]  C. Seguí,et al.  Characterization of bottom ash in municipal solid waste incinerators for its use in road base. , 2004, Waste management.

[7]  Luca Bertolini,et al.  MSWI ASHES AS MINERAL ADDITIONS IN CONCRETE , 2004 .

[8]  Govindasamy Dhinakaran,et al.  Durability aspects of HVFA-based recycled aggregate concrete , 2014 .

[9]  Akh Kwan,et al.  Adding limestone fines, fly ash and silica fume to reduce heat generation of concrete , 2013 .

[10]  J. Aubert,et al.  Metallic aluminum in MSWI fly ash: quantification and influence on the properties of cement-based products. , 2004, Waste management.

[11]  B. Y. Huang,et al.  Hydroxyapatite formation on surface of calcium aluminate cements , 2011 .

[12]  K. Rübner,et al.  Use of municipal solid waste incinerator bottom ash as aggregate in concrete , 2008, Quarterly Journal of Engineering Geology and Hydrogeology.

[13]  He Liu,et al.  Study on early autogenous shrinkage and crack resistance of fly ash high-strength lightweight aggregate concrete , 2013 .

[14]  I. Ismail,et al.  Phase Transformations of α-Alumina Made from Waste Aluminum via a Precipitation Technique , 2012, International journal of molecular sciences.

[15]  Katrin Rübner,et al.  The microstructure of concrete made with municipal waste incinerator bottom ash as an aggregate component , 2006 .

[16]  C. Collivignarelli,et al.  Recovery of MSWI and soil washing residues as concrete aggregates. , 2011, Waste management.

[17]  Meysam Najimi,et al.  Transport properties of ternary concrete mixtures containing natural zeolite with silica fume or fly ash , 2014 .

[18]  V. Bruder-Hubscher,et al.  Utilisation of bottom ash in road construction: evaluation of the environmental impact , 2001, Waste management & research : the journal of the International Solid Wastes and Public Cleansing Association, ISWA.