Title:
SIP 2 – Limits on Water-Cementitious Materials Ratio (w/cm)
Author(s):
Publication:
Concrete International
Volume:
37
Issue:
8
Appears on pages(s):
50-51
Keywords:
DOI:
10.14359/51688030
Date:
8/1/2015
Abstract:
Related References:
1. ACI Committee 301, “Specification for Structural Concrete (ACI 301-10),” 2010, 77 pp.
2. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary,” 2008, 473 pp.
3. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” 2014, 519 pp.
4. ACI Committee 350, “Code Requirements for Environmental Engineering Concrete Structures and Commentary (ACI 350-06),” 2006, 485 pp.
5. ASTM C1202, “Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration.”
6. Bentz, D.P., and Jensen, O.M., “Mitigation strategies for autogenous shrinkage cracking,” Cement and Concrete Composites, V. 26, No. 6, Aug. 2004, pp. 677-685.
7. Lobo, C.L., “3000 and 0.40 is not 3000!,” Concrete inFocus, Summer 2006, pp. 47-49.
8. NRMCA, “Guide Performance-Based Specification for Concrete Materials - Section 03300 for Cast-in-place Concrete,” Silver Spring, MD, 2012, 27 pp. (www.nrmca.org/p2p)
9. NRMCA, “Guide to Improving Specifications for Ready Mixed Concrete,” Publication 2PE004, 2015, 27 pp. (www.nrmca.org/p2p)