Journal
SPECIAL CONCRETE AND COMPOSITES 2018
Volume 22, Issue -, Pages 107-112Publisher
CZECH TECHNICAL UNIV PRAGUE
DOI: 10.14311/APP.2019.22.0107
Keywords
Chloride resistance; nano-particle; nano-silica; concrete resistance; chloride accelerated test; natural diffusion
Funding
- Czech Science Foundation [17-05360S]
- Grant Agency of the Czech Technical University in Prague [SGS16/135/OHK1/2T/11]
Ask authors/readers for more resources
This paper describes the results of the experimentally modeled chloride ion penetration into different quality concrete structures with fully developed carbonation. Parts of concrete samples were further treated, to increase the resistance of concrete to chloride ion penetration, with a colloidal solution of Nano-silica or solution of Sodium Methyl Siliconate. Measurement of chloride profiles was performed on samples subjected to free diffusion of Cl- ions and on samples subjected to accelerated tests. The chloride ion profile in the samples was determined in layers of 5mm thickness up to a total of 45 mm. [1, 2]
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available
Share Paper
