ABSTRACT This paper presents results of a study conducted to evaluate the effect of chloride concentration in soil on corrosion of reinforcing steel in concrete. Concrete specimens prepared with Type I, Type V and silica fume cements were exposed to soil with a chloride concentration of up to 3%. The effect of chloride concentration in soil on corrosion of reinforcing steel was evaluated by measuring corrosion potentials and corrosion current density. After 18 months of exposure, the concrete specimens were broken and the extent of corrosion of the reinforcing steel was examined and the gravimetric weight loss due to corrosion was assessed. As expected, the degree of corrosion increased with the chloride concentration in the soil. The type ...
grantor: University of TorontoDeterioration of reinforced concrete structures is often rel...
This paper reports the influence of sulfate concentration on chloride-induced reinforcement corrosio...
This paper summarizes the corrosion results of a 5.3 year study on the corrosion performance of rein...
ABSTRACT This paper presents results of a study conducted to evaluate the effect of chloride concent...
This paper presents results of a study conducted to evaluate the effect of chloride concentration in...
The poor durability performance of reinforced concrete structures is a major problem facing the cons...
Effect of sulfate concentration and associated cation type on chloride-induced reinforcement corrosi...
Reinforced concrete is one of the most widely used building materials and if it is properly designed...
The reduction in the useful-service life of concrete structures in the Arabian Gulf, due to chloride...
This paper reports the results of a study conducted to investigate the influence of sulphate concent...
The critical chloride threshold is a key parameter in the service life design of reinforced concrete...
An alternative use of a specific type of cement for a particular purpose, usually we can change some...
Note:Reinforced concrete structures compose a large portion of the as-built environment, although ef...
This paper is part of a research project deals with the study of the possible use of by-product mate...
The reduction in the useful-service life of reinforced concrete construction in the Arabian Gulf is ...
grantor: University of TorontoDeterioration of reinforced concrete structures is often rel...
This paper reports the influence of sulfate concentration on chloride-induced reinforcement corrosio...
This paper summarizes the corrosion results of a 5.3 year study on the corrosion performance of rein...
ABSTRACT This paper presents results of a study conducted to evaluate the effect of chloride concent...
This paper presents results of a study conducted to evaluate the effect of chloride concentration in...
The poor durability performance of reinforced concrete structures is a major problem facing the cons...
Effect of sulfate concentration and associated cation type on chloride-induced reinforcement corrosi...
Reinforced concrete is one of the most widely used building materials and if it is properly designed...
The reduction in the useful-service life of concrete structures in the Arabian Gulf, due to chloride...
This paper reports the results of a study conducted to investigate the influence of sulphate concent...
The critical chloride threshold is a key parameter in the service life design of reinforced concrete...
An alternative use of a specific type of cement for a particular purpose, usually we can change some...
Note:Reinforced concrete structures compose a large portion of the as-built environment, although ef...
This paper is part of a research project deals with the study of the possible use of by-product mate...
The reduction in the useful-service life of reinforced concrete construction in the Arabian Gulf is ...
grantor: University of TorontoDeterioration of reinforced concrete structures is often rel...
This paper reports the influence of sulfate concentration on chloride-induced reinforcement corrosio...
This paper summarizes the corrosion results of a 5.3 year study on the corrosion performance of rein...