Up: Main Previous: Main

References

1

G. Frigioine and S. Marra, Cem. Concr. Res., 6, 113 (1976).

2

B. Osbaeck, and V. Johansen, J. Am. Ceram. Soc., 72 (2), 197 (1989).

3

J.M. Pommersheim, Effect of particle size distribution on hydration kinetics. Materials Research Society Symposium Proceedings, 85, pp. 301-306, Mat. Res. Soc., Pittsburgh, 1987.

4

T. Knudsen, Cem. Concr. Res., 14, 622 (1984).

5

S. Wakasugi, K. Sakai, S. Shimobayashi, and H. Watanabe, Properties of concrete using belite-based cement with different fineness. Concrete Under Severe Conditions 2, O.E. Gjorv (ed.), pp. 2161-2169, E & FN Spon, London, 1998.

6

H.F.W. Taylor, Cement Chemistry, 2nd. Ed., Thomas Telford, London, 1997.

7

D.P. Bentz, Three-Dimensional Computer Simulation of Portland Cement Hydration and Microstructure Development, J. Am. Ceram. Soc., 80 (1), 3 (1997).

8

D.P. Bentz, Guide to Using CEMHYD3D: A Three-Dimensional Cement Hydration and Microstructure Development Modelling Package. NISTIR 5977, U.S. Department of Commerce, February 1997, software and manual available over the Internet from anonymous ftp at edsel.cbt.nist.gov (129.6.104.138) in the /pub/CEMHYD3D subdirectory.

9

W. Perbix and D. Israel, Microcements as building blocks in the microstructure of high-performance concretes. International Symposium on High-Performance and Reactive Powder Concretes, P.C. Aitcin and Y. Delagrave (eds.), pp. 121-132, University of Sherbrooke, 1998.

10

D.P. Bentz, K.A. Snyder, and P.E. Stutzman, Microstructural modelling of self-desiccation during hydration. Self-Desiccation and Its Importance in Concrete Technology, B. Persson and G. Fagerlund (eds.), pp. 132-140, Lund Institute of Technology, Lund, Sweden, 1997.

11

D.P. Bentz, V. Waller, and F. de Larrard, Prediction of Adiabatic Temperature Rise in Conventional and High-Performance Concretes Using a 3-D Microstructural Model, Cem. Concr. Res., 28 (2), 285 (1998).

12

D.P. Bentz and E.J. Garboczi, Percolation of phases in a three-dimensional cement paste microstructure model,Cem. Concr. Res., 21 (2/3), 325 (1991).