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Title: SIP 1 – Limits on Quantity of Suplementary Cementitious Materials

Author(s):

Publication: Concrete International

Volume: 37

Issue: 8

Appears on pages(s): 48-49

Keywords:

DOI: 10.14359/51688029

Date: 8/1/2015

Abstract:

Related References:

1. ACI Committee 232, “Report on the Use of Raw or Processed Natural Pozzolans in Concrete (ACI 232.1R-12),” 2012, 29 pp.

2. ACI Committee 232, “Use of Fly Ash in Concrete (ACI 232.2R-03),” 2003, 41 pp.

3. ACI Committee 232, “Report on High-Volume Fly Ash Concrete for Structural Applications (ACI 232.3R-14),” 2014, 19 pp.

4. ACI Committee 233, “Slag Cement in Concrete and Mortar (ACI 233R-03 (Reapproved 2011)),” 2003, 18 pp.

5. ACI Committee 234, “Guide for the Use of Silica Fume in Concrete (ACI 234R-06 (Reapproved 2012)),” 2006, 63 pp.

6. ACI Committee 301, “Specification for Structural Concrete (ACI 301-10),” 2010, 77 pp.

7. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” 2014, 519 pp.

8. ASTM C672/C672M, “Standard Test Method for Scaling Resistance of Concrete Surfaces Exposed to Deicing Chemicals.”

9. Bouzoubaa, N.; Bilodeau, A.; Fournier, B.; Hooton, R.D.; Gagne, R.; and Jolin, M., “Deicing salt scaling resistance of concrete incorporating supplementary cementing materials: laboratory and field test data,” Canadian Journal of Civil Engineering, V. 35, No. 11, Nov. 2008, pp. 1261-1275.

10. “CIP 2 - Scaling Concrete Surfaces,” Concrete in Practice Series, NRMCA, Silver Spring, MD, 1998. (http://www.nrmca.org/aboutconcrete/cips/02p.pdf)

11. “CIP 30 - Supplementary Cementitious Materials,” Concrete in Practice Series, NRMCA, Silver Spring, MD, 2000. (http://www.nrmca.org/aboutconcrete/cips/30p.pdf)

12. Jeknavorian, A.A., “A Holistic Perspective on the Role of Concrete Admixtures for Sustainable Concrete Construction,” International Concrete Sustainability Conference, Boston, 2014. (http://www.nrmcaevents.org/?nav=display&file=637)

13. Kite, T.A., “High-Performance Concrete for Woodrow Wilson Memorial Bridge,” Seventh International Symposium on the Utilization of High-Strength/High-Performance Concrete, Henry G. Russell, editor, SP-228, American Concrete Institute, Farmington Hills, MI, 2005, pp. 849-862.

14. Malhotra, V.M., and Mehta, P.K., High-Performance, High-Volume Fly Ash Concrete, 4th edition, Supplementary Cementing Materials for Sustainable Development Inc., Ottawa, Canada, 2012, 176 pp.

15. Malhotra, V.M., and Ramezanianpour, A.A., Fly Ash in Concrete, 2nd edition, CANMET, Natural Resources Canada, Ottawa, ON, Canada, 1994, 307 pp.

16. MasterSpec Section 033000 – Cast-In-Place Concrete, ARCOM, Salt Lake City, UT, June 2014.

17. Obla, K.H.; Hill, R.L.; and Martin, R.S., “HVFA Concrete–An Industry Perspective,” Concrete International, V. 25, No. 8, August 2003, pp. 29-34.

18. “Sustainability Leads to Durability in the New I-35W Bridge,” Concrete International, V. 31, No. 2, Feb. 2009, pp 27-32.

19. Thomas, M.D.A., “Laboratory and Field Studies of Salt Scaling in Fly Ash Concrete,” Frost Resistance of Concrete, M.J. Setzer and R. Auberg, editors, E & FN Spon, London, England, 1997, pp. 24-33.

20. Thomas, M.D.A., 2007, “Optimizing the Use of Fly Ash in Concrete,” PCA IS548, Portland Cement Association, 24 pp.