Influence of stochastic cracks on sulfate diffusion in concrete of underground structure

Weiqing Liu, Xin Liu, Shuguang Wang, Dongsheng Du

Research output: Contribution to journalArticlepeer-review

4 Scopus citations

Abstract

The influence of the stochastic crack width on sulfate diffusion coefficient and concentration in underground concrete was investigated. It is assumed that the crack is composed of crack elements, and the probability density function of crack element location along longitudinal direction of the crack follows the normal distribution. The rule of sulfate diffusion coefficient in cracking concrete varying with the cracks width was deduced. Based on Fick's second law, a modified diffusion equation was presented, and the numerical simulation was conducted with two crack shape parameters. The results showed that in both cases the sulfate ion concentration reached a steady state within 50 h. The small crack shape parameter and irregular crack shape slowed down the diffusion rate and the time for steady concentration.

Original languageEnglish
Pages (from-to)996-1001
Number of pages6
JournalXinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University
Volume48
Issue number6
DOIs
StatePublished - Dec 2013

Keywords

  • Concrete of underground structure
  • Diffusion coefficient
  • Ion concentration distribution
  • Stochastic crack width

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