Advertisement

Hydrotechnical Construction

, Volume 6, Issue 8, pp 777–779 | Cite as

Relation of the coefficient of linear expansion of massive concrete to negative temperatures

  • V. N. Durcheva
Discussions
  • 28 Downloads

Keywords

Energy Source Power Generation Power Engineer Renewable Energy Source Structural Foundation 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Literature Cited

  1. 1.
    C. Macinnis and E. Lau, “Effect of maximum aggregate size on frost resistance of concrete,” J.A.C.I., No. 2 (1971).Google Scholar
  2. 2.
    R. Helmuth, “Discussion of paper VI-2. Frost action in concrete,” Proceedings of the Fourth Jut. Symposium on the Chemistry of Cement, Washington (1960).Google Scholar
  3. 3.
    V. N. Durcheva, “Full-scale investigation of free temperature deformations in blocks of the Bratsk hydro-electric station dam under the effect of negative temperatures,” Gidrotekh. Stroitel'., No. 6 (1967).Google Scholar
  4. 4.
    S. Ya. Éidel'man and V. N. Durcheva, “Coefficient of linear expansion of massive concrete at negative temperatures,” Izvestiya VNIIG,84 (1967).Google Scholar

Copyright information

© the American Society of Civil Engineers 1973

Authors and Affiliations

  • V. N. Durcheva

There are no affiliations available

Personalised recommendations