Reference: Dale P. Bentz, Kenneth A. Snyder, and Paul E. Stutzman, Proceedings of the 10th International Congress on the Chemistry of Cement, Vol. 2, Gothenburg, Sweden, edited by H. Justnes (Amarkai AB and Congrex Goteborg AB, Goteburg, 1997).
PDF Version of Original Paper

Go back to Part I Chapter 4 Sec. (5) Go back to Table of Contents

Next: Introduction

Hydration of portland cement: The effects of curing conditions

Dale P. Bentz, Kenneth A. Snyder and Paul E. Stutzman
National Institute of Standards and Technology, Gaithersburg, MD 20899-0001 USA


In this paper, experimental and computer modelling studies of the effects of curing on hydration are presented. Degree of hydration has been quantified for saturated, sealed, and 90% relative humidity ambient environments, all at 25ºC. For both the saturated and the sealed curing conditions, experimental results for degree of hydration and scanning electron microscopy images are compared to those generated using the NIST cement paste microstructural model. Implications for the field curing of concrete are also addressed.

Keywords: Curing, Hydration, Modelling, Scanning Electron Microscopy, Simulation.

Go back to Part I Chapter 4 Sec. (5) Go back to Table of Contents