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
Concrete is a porous material which is susceptible to the migration of highly deleterious species su...
This study investigated the chloride penetration of surface-treated concrete in natural and accelera...
This comparison study focuses on the impacts of using nano-silica (nS) on chemical attack resistance...
Nowadays, the application of nano materials is getting attention to enhance the conventional concret...
The major cause for corrosion of steel reinforcement embedded in concrete due to chloride penetratio...
This paper presents experimental results on chloride induced corrosion and related durability proper...
The major concern on the deterioration of reinforced concrete structure is due to the corrosion of s...
This study investigates the effect of a new pore filling material, named sodium silicate-based nanos...
Copyright © 2014 Kyoung-Min Kim et al. This is an open access article distributed under the Creative...
Durability improvement is always important for steel–concrete structures exposed to chloride salt en...
In this study two different types of nano-SiO2 were applied in self-compacting concrete (SCC), both ...
This paper presents an experimental study on the durability of both sound and cracked reinforced con...
This contribution deals with the efficiency of electromigration of chlorides used as a repair method...
The experimental methods for determination of concrete resistance to chlorides – both the chloride p...
Corrosion of steel reinforcement due to chloride penetration is the major cause of durability proble...
Concrete is a porous material which is susceptible to the migration of highly deleterious species su...
This study investigated the chloride penetration of surface-treated concrete in natural and accelera...
This comparison study focuses on the impacts of using nano-silica (nS) on chemical attack resistance...
Nowadays, the application of nano materials is getting attention to enhance the conventional concret...
The major cause for corrosion of steel reinforcement embedded in concrete due to chloride penetratio...
This paper presents experimental results on chloride induced corrosion and related durability proper...
The major concern on the deterioration of reinforced concrete structure is due to the corrosion of s...
This study investigates the effect of a new pore filling material, named sodium silicate-based nanos...
Copyright © 2014 Kyoung-Min Kim et al. This is an open access article distributed under the Creative...
Durability improvement is always important for steel–concrete structures exposed to chloride salt en...
In this study two different types of nano-SiO2 were applied in self-compacting concrete (SCC), both ...
This paper presents an experimental study on the durability of both sound and cracked reinforced con...
This contribution deals with the efficiency of electromigration of chlorides used as a repair method...
The experimental methods for determination of concrete resistance to chlorides – both the chloride p...
Corrosion of steel reinforcement due to chloride penetration is the major cause of durability proble...
Concrete is a porous material which is susceptible to the migration of highly deleterious species su...
This study investigated the chloride penetration of surface-treated concrete in natural and accelera...
This comparison study focuses on the impacts of using nano-silica (nS) on chemical attack resistance...
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