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High Strength Autoclaved Mortars

Published online by Cambridge University Press:  22 February 2011

R. Baggott  and
A. Sarandily
R. Baggott
Affiliation:
Department of Civil Engineering, University of Salford, Salford, UK.
A. Sarandily
Affiliation:
Department of Civil Engineering, University of Salford, Salford, UK.
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Abstract

Autoclaved cement-silica mortars having flexural strengths of up to 57 MPa were prepared by pressing and casting methods of fabrication. It was found that the Griffith dependence of strength upon the size of the largest flaw, the modulus of elasticity and the surface energy was applicable. The relative contributions of these three parameters were evaluated and it was established that although the maximum flaw was the dominant factor in a specific material, surface energy changes were responsible for major strength differences associated with water-solid ratios or variations in the preparation method. Preliminary studies identified the various microstructural features that operated as Griffith's flaws.

Type
Research Article
Information
MRS Online Proceedings Library (OPL) , Volume 42: Symposium L – Very High Strength Cement-Based Materials , 1984 , 69
Copyright
Copyright © Materials Research Society 1985

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References

1. Menzel, C.A., J. Amer. Conc. Inst. 31, 2, 221 (1934).Google Scholar
2. Crennan, J.M., Dyczek, J.R.L., and Taylor, H.F.W., Cem. Conc. Res. 2, 3, 277 (1972).10.1016/0008-8846(72)90070-1CrossRefGoogle Scholar
3. Gundlach, V.H. and Dhnemuller, W., Tonind. -Ztg, 91, 8, 315 (1967).Google Scholar
4. Akaiwa, S. and Sudoh, G., Symposium on Structure of Portland Cement Pastes and Concrete, National Research Council Highway Research Board S.R. 90, 36 (1966).Google Scholar
5. Nasir, F.M., Effect of Mix Proportions, Workability Aids and Curing Conditions on Strength of Cement Paste and Mortars, MSc Thesis, University of Salford, (1984).Google Scholar
6. Roy, D.M. and Gouda, G.R., Cem. Conc. Res. 5, 2, 153 (1978).Google Scholar
7. Kalousek, G.L., Proceedings of 5th International Symposium on Chemistry of Cement, Tokyo, 1968, 3, p.523.Google Scholar
8. Feldman, R.F. and Beaudoin, J.J., Cem. Conc. Res. 6, 3, 389 (1976).CrossRefGoogle Scholar
9. Mindess, S., J. Amer. Ceram. Soc. 53, 11, 621, (1970).10.1111/j.1151-2916.1970.tb15986.xCrossRefGoogle Scholar
10. Birchall, J.D., Howard, A.J., and Kendall, K., Nature, 289, 5796, 388 (1981).10.1038/289388a0CrossRefGoogle Scholar
11. Alford, N. McN., Cem. Conc. Res. 11, 4, 605 (1981).Google Scholar
12. Alford, N. McN., Groves, G.W., and Double, D.D., Cem. Conc. Res. 12, 3, 349 (1982).10.1016/0008-8846(82)90083-7CrossRefGoogle Scholar
13. Griffith, A.A., Phil. Trans. R. Soc. 221A, 163 (1920).Google Scholar
14. Kendall, K., Howard, A.J. and Birchall, J.D., Phil. Trans. R. Soc. A310, 139 (1983).10.1098/rsta.1983.0073Google Scholar