Permeability of Concrete with Recycled Concrete Aggregate and Pozzolanic Materials under Stress
AbstractThe research reported herein studied the permeability of concrete containing recycled-concrete aggregate (RA), superfine phosphorous slag (PHS), and ground granulated blast-furnace slag (GGBS) with and without stress. Test results showed that the chloride diffusion coefficient of RA concrete (RAC) without external loads decreased with time, and the permeability of RAC is much lower than that of the reference concrete due to the on-going hydration and the pozzolanic reaction provided by the PHS and GGBS additives in the RAC mixture. The permeability of chloride under flexural load is much more sensitive than that under compressive load due to the differences in porosity and cracking pattern. At low compressive stress levels, the permeability of chloride decreased by the closing of pores and microcracks within RAC specimens. However, in a relatively short time the chloride diffusion coefficient and the chloride content increased rapidly with the increase of compressive stress when it exceeded a threshold stress level of approximate 35% of the ultimate compressive strength. Under flexural stress, the chloride transport capability increased with the increase of stress level and time. At high compressive and flexural stress levels, creep had a significant effect on the permeability of chloride in the RAC specimens due to the damage from the nucleation and propagation of microcracks over time. It is apparent that mortar cracking has more of a significant effect on the chloride transport in concrete than cracking in the interfacial transition zone (ITZ). View Full-Text
Scifeed alert for new publicationsNever miss any articles matching your research from any publisher
- Get alerts for new papers matching your research
- Find out the new papers from selected authors
- Updated daily for 49'000+ journals and 6000+ publishers
- Define your Scifeed now
Wang, H.; Sun, X.; Wang, J.; Monteiro, P.J. Permeability of Concrete with Recycled Concrete Aggregate and Pozzolanic Materials under Stress. Materials 2016, 9, 252.
Wang H, Sun X, Wang J, Monteiro PJ. Permeability of Concrete with Recycled Concrete Aggregate and Pozzolanic Materials under Stress. Materials. 2016; 9(4):252.Chicago/Turabian Style
Wang, Hailong; Sun, Xiaoyan; Wang, Junjie; Monteiro, Paulo J. 2016. "Permeability of Concrete with Recycled Concrete Aggregate and Pozzolanic Materials under Stress." Materials 9, no. 4: 252.
Note that from the first issue of 2016, MDPI journals use article numbers instead of page numbers. See further details here.