Special-Uses-Alkali - Expanded Shale & Clay

7. REFERENCES1. Advanced Cement Technologies. “Alkali-Silica Reaction (ASR).” Technical Bulletin 10.104.< http://www.metakaolin.com/10.104%20Alkali%20Silica%20Reaction.htm> (15 Dec. 2006).2. American Concrete Institute. “State-of-the-Art Report on Alkali-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 Alkali 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. “Alkali 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. “Alkali-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. “Alkali-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 AlkaliSilica Reaction.” (19 Dec. 2006).12. McKeen, Gordon R., Lenke, Larry R., Pallachulla, Kiran, K. “Mitigation of Alkali-SilicaReactivity in New Mexico.” Research Bureau, New Mexico State Highway and TransportationDepartment. October 1998.29