TY - GEN
T1 - Fluidized bed combustion ash utilization
T2 - 2nd International Conference on Sustainable Construction Materials and Technologies
AU - Robl, Thomas
AU - Mahboub, Kamyar
AU - Stevens, Will
AU - Rathbone, Robert
PY - 2010
Y1 - 2010
N2 - Atmospheric fluidized bed combustion (CFBC) produces spent bed fly ash and bottom ash consisting primarily of lime (CaO), anhydrite (CaSO 4), calcined clay materials and quartz. These materials have a much larger surface areas than conventional pulverized coal combustion (PCCA) fly ash. But, problems with swelling and strength loss have limited their usefulness. The potential of the CFBC fly ash as a pozzolanic additive to portland cement was investigated. The pre-hydrated CFBC fly ash was tested "as received" and as beneficiated by hydraulic classification or screening to remove the >200 mesh materials. The CFBC was also blended with PCCA fly ash. The mortar bar tests indicated that the CFBC fly ash was dimensionally stable and beneficiating the ash further reduced expansion. The CFBC materials did not lower water demand. The CFBC fly ash initially retarded strength development but by 7 days this was not a major factor. The CFBC materials performed well in concrete.
AB - Atmospheric fluidized bed combustion (CFBC) produces spent bed fly ash and bottom ash consisting primarily of lime (CaO), anhydrite (CaSO 4), calcined clay materials and quartz. These materials have a much larger surface areas than conventional pulverized coal combustion (PCCA) fly ash. But, problems with swelling and strength loss have limited their usefulness. The potential of the CFBC fly ash as a pozzolanic additive to portland cement was investigated. The pre-hydrated CFBC fly ash was tested "as received" and as beneficiated by hydraulic classification or screening to remove the >200 mesh materials. The CFBC was also blended with PCCA fly ash. The mortar bar tests indicated that the CFBC fly ash was dimensionally stable and beneficiating the ash further reduced expansion. The CFBC materials did not lower water demand. The CFBC fly ash initially retarded strength development but by 7 days this was not a major factor. The CFBC materials performed well in concrete.
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M3 - Conference contribution
AN - SCOPUS:84861403749
SN - 9781450714907
T3 - 2nd International Conference on Sustainable Construction Materials and Technologies
SP - 169
EP - 177
BT - 2nd International Conference on Sustainable Construction Materials and Technologies
Y2 - 28 June 2010 through 30 June 2010
ER -