7. REFERENCES1. Advanced Cement Technologies. “<strong>Alkali</strong>-Silica Reaction (ASR).” Technical Bulletin 10.104.< http://www.metakaolin.com/10.104%20<strong>Alkali</strong>%20Silica%20Reaction.htm> (15 Dec. 2006).2. American Concrete Institute. “State-of-the-Art Report on <strong>Alkali</strong>-Aggregate Reactivity.”August, 1998.3. Balogh, Anne. “High-Reactivity Metakaolin.” The Concrete Producer, 1995.4. Bouzoubaa, Nabil, Foo, Simon. “Use of Fly Ash and Slag in Concrete: A Best PracticeGuide.” MTL 2004-16 (TR-R). January 2005.5. Chak, Y. H., Chan, Y. C. “The 2004 Review on Prevention of <strong>Alkali</strong> Silica Reaction inConcrete.” GEO Report No. 167. June 2005.6. Dockter, Bruce A. “Engineering and Environmental Specifications of State Agencies ForUtilization and Disposal of Coal Combustion Products.” Volume 1 – DOT Specifications.02-CBRC-W12. July 2005.7. Freitag, S. A., Goguel, R., Milestone, N. B. “<strong>Alkali</strong> Silica Reaction.” Minimising the Risk ofDamage to Concrete. Technical Report 3. ISSN: 1171-4204. 2003.8. Headwaters Resources. “Fly Ash – Types and Benefits.” March 2005. (18 Dec. 2006).9. HQ AFCESA-CESC. “<strong>Alkali</strong>-Aggregate Reaction in Portland Cement Concrete (PCC)Airfield Pavements.” Department of the Air Force. Engineering Technical Letter (ETL) 06-2.9 February 2006.10. Lee, Neil. “<strong>Alkali</strong>-Silica Reactivity in Concrete.” The Building Research Association of NewZealand. (26 Dec.2006).11. Malvar, L. J., Lenke, L. R. “Minimum Fly Ash Cement Replacement to Mitigate <strong>Alkali</strong>Silica Reaction.” (19 Dec. 2006).12. McKeen, Gordon R., Lenke, Larry R., Pallachulla, Kiran, K. “Mitigation of <strong>Alkali</strong>-SilicaReactivity in New Mexico.” Research Bureau, New Mexico State Highway and TransportationDepartment. October 1998.29
13. Nasvik, Joe. “Using Metakaolin in Decorative Concrete Mixes.” Concrete Construction,2006. (19 Dec.2006).14. Thomas, M., Hopkins, D.S., Perreault, M., Cail, K. “Ternary Cement in Canada.” ConcreteInternational, July 2007.30
- Page 1 and 2: Report No. CDOT-2008-10Final Report
- Page 3 and 4: 1. Report No.CDOT-2008-10Technical
- Page 5 and 6: ACKNOWLEDGEMENTSThe staff at J.A. C
- Page 7 and 8: Materials other than either Class N
- Page 9 and 10: APPENDICESAPPENDIX A - STATE METAKA
- Page 11 and 12: CP-L 4202 1 . Once the effectivenes
- Page 13 and 14: 1. Lowering the pH of the concrete
- Page 15 and 16: Recently, different cement manufact
- Page 17 and 18: metakaolin, an 8% replacement of ce
- Page 19 and 20: Table 3. KAOROCK ion penetrability.
- Page 21 and 22: educe its amount in the cement past
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