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Research on deicer-frost resistance of pavement concrete under repeated load

  • Zhong Hua Li*
  • , Heng Jing Ba
  • , Xiao Jian Gao
  • , Chun Lai Chan
  • *Corresponding author for this work
  • Harbin Institute of Technology
  • Heilongjiang Province Academy of Cold Area Building Research

Research output: Contribution to journalArticlepeer-review

Abstract

According to CDF method, the deicer-frost resistance of the pavement concrete was researched under repeated load. The results showed that under repeated load the loss factor of the dynamic modulus of elasticity increases with the amount and level of repeated load. The effect of the load level on the loss factor of the dynamic modulus of elasticity decreases with the increase of load amount. Because of the repeated load the scaled mass and lass factor of the dynamic modulus of elasticity after the deicer-frost greatly increases, the deicer-frost resistance of the pavement concrete decreases obviously.

Original languageEnglish
Pages (from-to)62-65
Number of pages4
JournalWuhan Ligong Daxue Xuebao/Journal of Wuhan University of Technology
Volume30
Issue number7
StatePublished - Jul 2008

Keywords

  • CDF method
  • Pavement concrete
  • Scaled mass
  • Ultrasonic wave

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