References

1

Powers, T.C. (1935) Absorption of water by portland cement paste during the hardening process. Industrial and Engineering Chemistry, Vol. 27. pp. 790-4.

2

Gause, G.R., and Tucker Jr., J. (1940) Method for determining the moisture condition in hardened concrete. Journal of Research of the National Bureau of Standards, Vol. 25. pp. 403-16.

3

Hua, C., Acker, P., and Erlacher, A. (1995) Analyses and models of the autogenous shrinkage of hardening cement paste: I. Modelling at macroscopic scale. Cement and Concrete Research, Vol. 25, No. 7. pp. 1457-68.

4

Nilsson, L.O. (1994) private communication.

5

Geiker, M. (1983) Studies of portland cement hydration: Measurements of chemical shrinkage and a systematic evaluation of hydration curves by means of the dispersion model, Ph. D. Thesis, Technical University of Denmark.

6

Powers, T.C. (1959) Capillary continuity or discontinuity in cement pastes. PCA Bulletin, No. 10. pp. 2-12.

7

Bentz, D.P., and Garboczi, E.J. (1991) Percolation of phases in a three-dimensional cement paste microstructural model. Cement and Concrete Research, Vol. 21. pp. 324-44.

8

Bentz, D.P., and Haecker, C.J. (1999) An argument for using coarse cements in high performance concrete. Cement and Concrete Research, Vol. 29, No. 4. pp. 615-618.

9

Bentz, D.P. (1997) Three-dimensional computer simulation of portland cement hydration and microstructure development. Journal of the American Ceramic Society, Vol. 80, No. 1. pp. 3-21.

10

Bentz, D.P., Garboczi, E.J., Haecker, C.J., and Jensen, O.M. (1999) Effects of cement particle size distribution on performance properties of cement-based materials, Cement and Concrete Research, Vol. 29, No. 10. pp. 1663-1671.

11

Bentz, D.P., Waller, V., and DeLarrard, F. (1998) Prediction of adiabatic temperature rise in conventional and high-performance concretes using a 3-D microstructural model. Cement and Concrete Research, Vol. 28, No. 2. pp. 285-97.

12

Lu, P., Sun, G.K., and Young, J.F. (1993) Phase composition of hydrated DSP cement pastes. Journal of the American Ceramic Society, Vol. 76. pp. 1003-7.

13

Powers, T.C. (1947) A discussion of cement hydration in relation to the curing of concrete. Proc. of the Highway Research Board, Vol. 27. pp. 178-88.

14

Bentz, D.P., Snyder, K.A., and Stutzman, P.E. (1997) Microstructural modelling of self-desiccation during hydration, in Self-Desiccation and Its Importance in Concrete Technology (eds. B. Persson and G. Fagerlund), Lund University, Lund, Sweden, pp. 132-40.

15

Jensen, O.M., and Hansen, P.F. (1996) Autogeneous deformation and change of the relative humidity in silica fume-modified cement paste. ACI Materials Journal, Vol. 93, No. 6. pp. 539-43.

16

Bentz, D.P., Schlangen, E., and Garboczi, E.J. (1995) Computer simulation of interfacial zone microstructure and its effect on the properties of cement-based composites, in Materials Science of Concrete IV (eds. J.P. Skalny and S. Mindess), The American Ceramic Society, Westerville, OH, pp. 155-99.

17

Garboczi, E.J., and Bentz, D.P. (1991) Digital simulation of the aggregate-cement paste interfacial zone in concrete. Journal of Materials Research, Vol. 6, No. 1. pp. 196-201.

18

Jensen, O.M. (1995) Influence of cement type upon autogeneous deformation and change of the relative humidity. Technical Note, University of Aberdeen.