Mitigation of ASR Expansion by Biomass/Coal Fly Ash and the Underlying Mechanism by Pore Solution Chemistry

This investigation experimentally documents mitigation of alkali-silica-reaction (ASR) expansion through partial replacement of cement and coal-biomass cofired fly ash. ASTM C 277 and 441 guide the experimental techniques. Biomass and Class F fly ash reduce ASR expansion within o.1% at the 6 month with 35% replacement ratio, although biomass fly ash has much higher available Na20equiv (by ASTM C 33). Further analysis of pore solution by high pressure extrusion illustrates that biomass fly ash mixes have similar alkali metal concentrations to Class C mixes, but biomass fly ash is at least equal or much better than Class C in mitigating ASR expansion. This implied that biomass fly ash may absorb alkalis from the pore solution and may form non-expansive products instead of the expansive alkali silica gel.

Language

  • English

Media Info

  • Media Type: Print
  • Features: Figures; Photos; References; Tables;
  • Pagination: pp 267-278
  • Monograph Title: Ninth CANMET/ACI International Conference on Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete

Subject/Index Terms

Filing Info

  • Accession Number: 01053790
  • Record Type: Publication
  • ISBN: 139780870312410
  • Report/Paper Numbers: SP-242-21
  • Files: TRIS
  • Created Date: Jul 20 2007 9:55AM