• Title of article

    Influence of shrinkage-reducing admixtures on plastic and long-term shrinkage

  • Author/Authors

    J. Saliba، نويسنده , , E. Roziere، نويسنده , , F. Grondin and J. Plaice، نويسنده , , A. Loukili، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2011
  • Pages
    9
  • From page
    209
  • To page
    217
  • Abstract
    At early age, the results indicate that the SRA lead to the same plastic shrinkage for w/c = 0.65 while it reduced the plastic shrinkage by 25% for w/c = 0.43. Drying shrinkage was assessed from 1 day on hardened concrete. The SRA reduced the 7 day drying shrinkage for w/c = 0.65 and w/c = 0.43 concrete mixtures by up to 56%–31%, respectively, and the 70 day drying shrinkage by up to 33%–25% when the specimens were cured for 24 h then stored at relative humidity of 50%. At equal water-to-cement ratios, the SRA is seen to be more efficient in reducing drying shrinkage at early ages. These findings suggest that the SRA is most effective when internal relative humidity is relatively high or when higher porosity exists in the material. In fact, the SRA modified the pore structure increasing the total porosity and eliminating the percentage of larger pores with diameters ranging from 300 to 1000 nm. When concerned with drying of concrete, the larger pores are the first ones to lose their internal water and consequently change the RH levels where capillary stresses are the main cause of shrinkage. Thus, this phenomenon may contribute in the reduction of drying shrinkage that occurs when this liquid SRA is used in concrete.
  • Keywords
    Desiccation , Self-desiccation , Self-consolidating concrete , Shrinkage-reducing admixture , Plastic shrinkage , Porosity
  • Journal title
    Cement and Concrete Composites
  • Serial Year
    2011
  • Journal title
    Cement and Concrete Composites
  • Record number

    1279104