Iodide and chloride ions diffusivity, pore characterization and microstructures of concrete incorporating ground granulated blast furnace slag
Artikel i vetenskaplig tidskrift, 2022

Innovative approaches are under research to study the resistance of chloride ion penetration in concrete containing chloride ions, to minimize the impact of chloride ion penetration test errors in coastal reinforced concrete (RC), which is helpful to the design of coastal RC structures. In this study, the diffusion depth, free ion concentration and diffusion coefficient of chloride, iodide ions with different curing ages and GGBFS content were measured by the Rapid Chloride Migration Test (RCM) and Rapid Iodide Migration tests (RIM). The SEM-EDS and MIP were used to analyze the microstructures, pore size distribution and the hydrated products. The results show that the performance of GGBFS concrete against the diffusion of corrosive ions is affected by the curing age and the content of GGBFS. With the increase of GGBFS content, especially concrete with 60% GGBFS, the influence of chloride, iodide ion penetrating into concrete gradually becomes smaller. The long-age curing system is more conducive to the concrete resistance to the migration and diffusion of chloride, iodine ions. Compared with the ordinary concrete, the total porosity of concrete mixed with GGBFS is lower, the internal microstructures have fewer cracks and defects, the density is better, and the diffusion coefficient of chloride and iodide ions is also lower. In addition, using the concept of corrosive ion adjustment coefficient (conversion coefficient of diffusion between chloride ion and iodide ion) and applying the data regression analysis (DRA), it is found that there is a good quadratic parabolic function relationship between the GGBFS content and the ions adjustment coefficient.

Material degradation and corrosion

Chloride and iodide penetration

Pore distribution

RCM and RIM test

Microstructures

GGBF Slag concrete

Författare

Hesong Jin

Shenzhen University

Zhenlin Li

Shenzhen University

Weizhuo Zhang

Shenzhen University

Jun Liu

Shenzhen University

Renbin Xie

Shenzhen University

Luping Tang

Chalmers, Arkitektur och samhällsbyggnadsteknik, Byggnadsteknologi

J. H. Zhu

Shenzhen University

Journal of Materials Research and Technology

22387854 (ISSN)

Vol. 16 302-321

Ämneskategorier

Geoteknik

Annan kemi

Annan materialteknik

DOI

10.1016/j.jmrt.2021.11.155

Mer information

Senast uppdaterat

2022-01-10