International Concrete Abstracts Portal

  


Title: Influence of Curing Conditions on Concrete Specimens at Construction Site

Author(s): Michel Plante, George Cameron, and Arezki Tagnit-Hamou

Publication: Materials Journal

Volume: 97

Issue: 2

Appears on pages(s): 120-126

Keywords: concretes; curing; porosity; strength; temperature.

DOI: 10.14359/814

Date: 3/1/2000

Abstract:
This paper presents the effect of temperature on the compressive strength of concrete cylinders used for acceptance of concrete in the field. The cylinders were submitted to different curing regimes. Concrete and ambient temperatures were recorded during the curing period. Compressive strength of the cylinders was tested at 7 and 28 days. A microstructural study was also performed on selected samples. The curing conditions of sample cylinders were found to have a significant effect on the compressive strength of the cylinders used for acceptance. This variation of compressive strength field reached up to 10 MPa, depending on the curing method. The capillary porosity of the hardened concrete was also found to be affected by high temperature. The first 24 h of curing is of major importance on concrete compressive strength. Therefore, care must be taken in the curing and protection of sampled cylinders to minimize the effect of high ambient temperatures.


ALSO AVAILABLE IN:

Electronic Materials Journal



  


ABOUT THE INTERNATIONAL CONCRETE ABSTRACTS PORTAL

  • The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

Edit Module Settings to define Page Content Reviewer