NIST Time|NIST Home|About NIST|Contact NIST

HomeAll Years:AuthorKeywordTitle2005-2010:AuthorKeywordTitle

Three-Dimensional Cement Hydration and Microstructure Program. I. Hydration Rate, Heat of Hydration, and Chemical Shrinkage.


pdf icon Three-Dimensional Cement Hydration and Microstructure Program. I. Hydration Rate, Heat of Hydration, and Chemical Shrinkage. (2941 K)
Bentz, D. P.

NISTIR 5756; 54 p. November 1995.

Available from:

National Technical Information Service (NTIS), Technology Administration, U.S. Department of Commerce, Springfield, VA 22161.
Telephone: 1-800-553-6847 or 703-605-6000;
Fax: 703-605-6900; Rush Service (Telephone Orders Only) 800-553-6847;
Website: http://www.ntis.gov
Order number: PB97-140511

Keywords:

building technology; cement hydration; chemical shrinkage; compressive strength; computer models; heat of hydration; microstructure; non-evaporable water; simulation

Abstract:

A computer program that implements a three-dimensional model for the microstructural development occuring during the hydration of portland cement has been developed. The model includes reactions for the four major cement phases: tricalcium silicate, dicalcium silicate, tricalcium aluminate, and tetracalcium aluminoferrite, and the gypsum which is added to avoid flash setting. The basis for the computer model is a set of cellular automata-like rules for dissolution, diffusion, and reaction. The model operates on three-dimensional images of multi-phase cement particles generated to match specific characteristics of two-dimensional images of real cements. To calibrate the kinetics of the model, experimental studies have been conducted at room temperature on two cements issued by the Cement and Concrete Reference Laboratory at NIST. Measurements of non-evaporable water content, heat of hydration, and chemical shrinkage over periods of up to 90 days have been performed for comparison with model predictions. The measurement of chemical shrinkage is particularly critical, as it allows an estimation of the density of the calcium silicate hydrate gel formed during the hydration to be made. The dispersion models of Knudsen have been applied in fitting both the model and experimental data. For the two cements investigated, it appears that a single function can be used to convert between model cycles and experimental time for the three water-to-cement ratios investigated in this study. This suggests that accurately capturing the particle size distribution, phase fractions, and phase distributions of a given cement allows for an accurate estimation of its hydration characteristics. Finally, the calibrated kinetic models for the two cements have been used to successfully predict 7 and 28-day compressive strengths of ASTM C109 50 mm mortar cubes from 3-day compressive strength data, illustrating one engineering application for such a three-dimensional cement hydration and microstructure model.