FROST RESISTANCE AND AIR-VOID CHARACTERISTICS IN HARDENED CONCRETE . NORDIC CONCRETE RESEARCH. PUBLICATION NO 7

For many construction sites it is a problem to keep the required air-void content during transportation and handling of the concrete. Also, for many concrete structures it is a problem to meet combined requirements of high compressive strength and high air-void content based on local aggregates available. Extensive testing of the air-void system in concrete from a variety of construction sites in Norway over recent years has shown that the majority of specimens had a relatively low air-void content, and only about half of the specimens had proper air-void characteristics according to common requirements. In order to provide a better basis for evaluating the observed air-void characteristics, freeze-thaw testing for a number of the concretes was also carried out, and this testing was based on the critical degree of saturation method. The results indicate that it may be difficult to establish a direct relationship between air-void characteristics and frost resistance without also taking into account information about capillary voids and strength properties. As a basis for evaluation of the potential frost resistance of a concrete the frost resistance number is introduced. This number is based on information about compressive strength, water-cement ratio, paste fraction and amount of air-voids smaller than 300 micron. (Author/TRRL)

  • Availability:
  • Corporate Authors:

    Nordic Concrete Federation

    Ingeniorernes, Kronprinsesgade 17 N
    Oslo 2,   Norway 
  • Authors:
    • Gjoerv, O G
    • Okkenhaug, K
    • Bathen, E
    • Husevaeg, R
  • Publication Date: 1988-12

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Subject/Index Terms

Filing Info

  • Accession Number: 00493288
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Files: ITRD, TRIS
  • Created Date: May 31 1990 12:00AM