Influence ot the curing temperatures on the evolution of the compression strength of concretes made with different typer of cements
In this paper we present the results obtained in the studies carried out on evolution of the compressive strength of identical concretes made with different types of cements based on the spanish standard UNE 80 301 when they are subjected to critical temperatures (5 °C and 35 °C), compared with the same concretes cured under normalysed conditions. The number of the different cements used was eight. The behaviour of the concretes was analysed through the results of the compression strengths at 3, 7, 14, 28 and 90 days, determining the grades of relative maturity of these concretes subjerted to the different temperatures. From the work it can be concluded that these concretes made of different cements fulfill with their forecasted strength at 28 days.
How to Cite
Copyright (c) 1991 Consejo Superior de Investigaciones Científicas (CSIC)
This work is licensed under a Creative Commons Attribution 4.0 International License.© CSIC. Manuscripts published in both the printed and online versions of this Journal are the property of Consejo Superior de Investigaciones Científicas, and quoting this source is a requirement for any partial or full reproduction.
All contents of this electronic edition, except where otherwise noted, are distributed under a “Creative Commons Attribution 4.0 International” (CC BY 4.0) License. You may read here the basic information and the legal text of the license. The indication of the CC BY 4.0 License must be expressly stated in this way when necessary.
Self-archiving in repositories, personal webpages or similar, of any version other than the published by the Editor, is not allowed.