TECHNICAL PAPERS
Aug 14, 2009

Early-Age Properties of Cement-Based Materials. II: Influence of Water-to-Cement Ratio

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Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 9

Abstract

The influence of water-to-cement mass ratio (w/c) on early-age properties of cement-based materials is investigated using a variety of experimental techniques. Properties that are critical to the early-age performance of these materials are tested, including heat release, semiadiabatic temperature, setting time, autogenous deformation, and strength development. Measurements of these properties using a single cement are presented for four different w/c , ranging from 0.325–0.425. Some of the measured properties are observed to vary widely within this range of w/c ratios. The heat release and setting time behaviors of cement pastes are contrasted. While early-age heat release is relatively independent of w/c , the measured setting times vary by several hours between the four w/c investigated in this study, indicating the fundamental differences between a physical process such as setting and heat release, which is purely a quantification of chemical reaction. While decreasing w/c certainly increases compressive strength at equivalent ages, it also significantly increases autogenous shrinkage and may increase semiadiabatic temperature rise, both of which can increase the propensity for early-age cracking in cement-based materials.

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Acknowledgments

The writers thank the Lehigh Portland Cement, Co. Plant in Union Bridge, Md., for providing the cement used in this study.

References

Abrams, D. (1918). “Design of concrete mixtures.” Structural Materials Research Laboratory, Bulletin No. 1, PCA LS001, ⟨http://www.cement.org/pdf_files/LS001.pdf⟩ (July 2009).
ACI. (2009). “Early-age cracking: Causes, measurements, and mitigation.” State-of-the-Art Rep., Committee 231, American Concrete Institute, Mich.
ASTM International. (2003). “Standard test method for density of hydraulic cement.” ASTM C 188–195, West Conshohocken, Pa.
ASTM International. (2005). “Standard test method for time of setting of hydraulic cement mortar by modified vicat needle.” ASTM C 807–05, West Conshohocken, Pa.
ASTM International. (2006a). “Standard practice for mechanical mixing of hydraulic cement pastes and mortars of plastic consistency.” ASTM C 305–306, West Conshohocken, Pa.
ASTM International. (2006b). “Standard specification for standard sand.” ASTM C 778–06, West Conshohocken, Pa.
ASTM International. (2006c). “Standard test method for time of setting of concrete mixtures by penetration resistance.” ASTM C 403/C 403M–06, West Conshohocken, Pa.
ASTM International. (2007a). “Standard test method for time of setting of hydraulic cement by vicat needle.” ASTM C 191–07, West Conshohocken, Pa.
ASTM International. (2007b). “Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens).” ASTM C 109/C 109 M-07, West Conshohocken, Pa.
Baroghel-Bouny, V., Mounanga, P., Khelidj, A., Loukili, A., and Rafai, N. (2006). “Autogenous deformation of cement pastes. Part II: W/C effects, micro-macro correlations, and threshold values.” Cem. Concr. Res., 36, 123–136.
Bentz, D. P. (1997). “Three-dimensional computer simulation of cement hydration and microstructure development.” J. Am. Ceram. Soc., 80(1), 3–21.
Bentz, D. P. (2007). “Transient plane source measurements of the thermal properties of hydrating cement pastes.” Mater. Struct., 40(10), 1073–1080.
Bentz, D. P., and Aitcin, P. -C. (2008). “The hidden meaning of water-to-cement ratio.” Concr. Int., 30(5), 51–54.
Bentz, D. P., Jensen, O. M., Hansen, K. K., Olesen, J. F., Stang, H., and Haecker, C. J. (2001). “Influence of cement particle-size distribution on early age autogenous strains and stresses in cement-based materials.” J. Am. Ceram. Soc., 84(1), 129–135.
Bentz, D. P., and Peltz, M. A. (2008). “Reducing the thermal and autogenous shrinkage contributions to early-age cracking.” ACI Mater. J., 105(4), 414–420.
Bentz, D. P., Sant, G., and Weiss, W. J. (2008). “Early-age properties of cement-based materials. I: Influence of cement fineness.” J. Mater. Civ. Eng., 20(7), 502–608.
Bentz, D. P., and Turpin, R. (2007). “Potential applications of phase change materials in concrete technology.” Cement Concr. Compos., 29(7), 527–532.
Cusson, D. (2008). “Effect of blended cements on effectiveness of internal curing of HPC.” Proc., Internal Curing of High-Performance Concretes: Laboratory and Field Experiences, American Concrete Institute, Farmington Hills, Mich., 105–120.
Feret, R. (1897). “Etudes sur la constitution intime des mortiers hydrauliques.” Bulletin de la Societe d’Encouragement Pour Industrie Nationale, 2, 1591–1625.
Jensen, O. M., and Hansen, P. F. (1995). “A dilatometer for measuring autogenous deformation in hardening portland cement paste.” Mater. Struct., 28, 406–409.
Sandberg, P. J., and Roberts, L. R. (2005). “Cement-admixture interactions related to aluminate control.” J. ASTM Int., 2(6), 1–14.
Sant, G., Ferraris, C. F., and Weiss, J. (2008). “Rheological properties of cement pastes: A discussion of structure formation and mechanical property development.” Cem. Concr. Res., 38(11), 1286–1296.
Taylor, H. F. W. (1997). Cement chemistry, Thomas Telford, London.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 21Issue 9September 2009
Pages: 512 - 517

History

Received: Mar 10, 2008
Accepted: Feb 9, 2009
Published online: Aug 14, 2009
Published in print: Sep 2009

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Notes

Note. Associate Editor: Maria C. G. Juenger

Authors

Affiliations

Dale P. Bentz [email protected]
Chemical Engineer, Building and Fire Research Laboratory, National Institute of Standards and Technology, 100 Bureau Dr., Stop 8615, Gaithersburg, MD 20899 (corresponding author). E-mail: [email protected]
Max A. Peltz [email protected]
Research Technician, Building and Fire Research Laboratory, National Institute of Standards and Technology, 100 Bureau Dr., Stop 8615, Gaithersburg, MD 20899. E-mail: [email protected]
John Winpigler [email protected]
Research Technician, Building and Fire Research Laboratory, National Institute of Standards and Technology, 100 Bureau Dr., Stop 8615, Gaithersburg, MD 20899. E-mail: [email protected]

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