TECHNICAL PAPERS
May 1, 1993

Protected Paste Volume of Air‐Entrained Cement Paste. Part II

Publication: Journal of Materials in Civil Engineering
Volume 5, Issue 2

Abstract

In the companion paper, expressions were derived for the protected paste volume of air‐entrained cement paste on the basis of hydraulic pressure theory. The protected paste volume is the common volume of cement paste protected from frost damage by all the various‐sized air voids in the paste. The expressions derived earlier assumed that the user had knowledge of the complete air‐void distribution in concrete. In this paper, the expressions derived earlier are converted to forms using readily available linear traverse data. The derivations are validated using computer simulations. It is shown that the paste parameter that appears in the expressions can be estimated using a few material properties of cement paste. The calculation of the protected paste volume is illustrated for a concrete sample tested in the laboratory. The protected paste volumes of a variety of concretes tested in two other laboratories are then calculated and correlated with their frost resistance. It is shown that the protected paste volumes of the concretes analyzed correlate well with their frost resistance.

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References

1.
Lord, G., and Willis, T. (1951). “Calculation of air bubble size distribution from results of a Rosiwal traverse of aerated concrete.” ASTM Bull., 177, 56–60.
2.
Natesaiyer, K., Hover, K. C., and Snyder, K. A. (1992). “The protected paste volume of air entrained paste. Part I.” J. Mater. Civ. Engrg., ASCE, 4(2), 166–184.
3.
Neville, A. (1981). Properties of concrete. Pitman Publishing Inc., Marshfield, Mass.
4.
Powers, T. C. (1949). “The air requirements of frost resistant concrete.” Proc. Highway Research Board, 29, 184–202.
5.
Reid, W. D. (1955). “Distribution of sizes of spheres in a solid from a study of slices of the solid.” J. Math. Physics, 34(2), 95–102.
6.
Snyder, K., Hover, K., Natesaiyer, K., and Simon, M. (1991). “Modeling air void systems in hydrated cement paste.” Microcomputers in Civ. Engrg., 6, 35–44.
7.
“Standard practice for microscopical determination of air‐void content and parameters of the air‐void system in hardened concrete.” (1990). Annual Book of ASTM Standards, ASTM, Philadelphia, Pa.
8.
“Standard test method for resistance of concrete to rapid freezing and thawing.” (1990). Annual Book of ASTM Standards, ASTM, Philadelphia, Pa.
9.
Whiting, D., and Dziezdic, W. (1990). “Effect of second generation water reducers on the durability and other properties of concrete.” Paul Klieger Symp. on Performance of Concrete, D. Whiting, ed., American Concrete Institute, Detroit, Mich., 81–94.
10.
Willis, T. F. (1949). Discussion of “The air requirements of frost resistant concrete,” by T. C. Powers. Proc., Highway Research Board, 29, 203–211.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 5Issue 2May 1993
Pages: 170 - 186

History

Received: Sep 20, 1991
Published online: May 1, 1993
Published in print: May 1993

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Authors

Affiliations

K. Natesaiyer
Res. Assoc., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, N.Y. 14853
K. C. Hover, Member, ASCE
Assoc. Prof., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, N.Y.
K. A. Snyder
Res. Asst., Cornell Univ., Ithaca, N.Y.

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