This study investigated how mineral addition, fly ash and slag (GGBS), influences carbonation, and how carbonation affects chloride migration and transport properties in mortar. Accelerated carbonation, Rapid Chloride Migration (RCM), capillary absorption tests (NT Build 368) and compressive strength tests (SS-EN 196-1) were conducted in a comparative study of mortar mixtures with different levels of mineral addition and w/b ratios. Carbonation rate increased and compressive strength was reduced with increased amount of mineral addition. The results also showed an interdependence between different deteriorating processes. Carbonation reduced the porosity, rate of reaching saturation and connectivity of the pore structure
The objective of this paper is to examine the possible use of new blended cements containing calcare...
Carbonation and chloride ingress are the two main causes of corrosion in reinforced concrete structu...
Carbonation and chloride action are the two leading causes of degradation in reinforced concrete str...
Fly ash and Ground Granulated Blast-furnace Slag (GGBS), two mineral additions used to partly replac...
This study investigated how mineral addition, fly ash and slag (GGBS), influences carbonation, and h...
Synopsis: The paper shows the influence of mineral additions (in form of fly ash, slag and ground l...
The incorporation of fly ash (FA) in cementitious matrices have been frequently used in order to mak...
The incorporation of fly ash (FA) in cementitious matrices have been frequently used in order to mak...
Carbonation is one of the factors that can influence the chlorides transport. Despite the combined a...
Carbonation is one of the factors that can influence the chlorides transport. Despite the combined a...
Carbonation and chloride action are the two leading causes of degradation in reinforced concrete str...
In majority of exposure environments for concrete structures, there is a high probability of the cyc...
This work aims at studying the accelerated carbonation of concrete mixtures with high substitution r...
Concrete containing supplementary cementitious materials as, e.g. fly-ash (FA) or blast-furnace slag...
The objective of this paper is to examine the possible use of new blended cements containing calcare...
The objective of this paper is to examine the possible use of new blended cements containing calcare...
Carbonation and chloride ingress are the two main causes of corrosion in reinforced concrete structu...
Carbonation and chloride action are the two leading causes of degradation in reinforced concrete str...
Fly ash and Ground Granulated Blast-furnace Slag (GGBS), two mineral additions used to partly replac...
This study investigated how mineral addition, fly ash and slag (GGBS), influences carbonation, and h...
Synopsis: The paper shows the influence of mineral additions (in form of fly ash, slag and ground l...
The incorporation of fly ash (FA) in cementitious matrices have been frequently used in order to mak...
The incorporation of fly ash (FA) in cementitious matrices have been frequently used in order to mak...
Carbonation is one of the factors that can influence the chlorides transport. Despite the combined a...
Carbonation is one of the factors that can influence the chlorides transport. Despite the combined a...
Carbonation and chloride action are the two leading causes of degradation in reinforced concrete str...
In majority of exposure environments for concrete structures, there is a high probability of the cyc...
This work aims at studying the accelerated carbonation of concrete mixtures with high substitution r...
Concrete containing supplementary cementitious materials as, e.g. fly-ash (FA) or blast-furnace slag...
The objective of this paper is to examine the possible use of new blended cements containing calcare...
The objective of this paper is to examine the possible use of new blended cements containing calcare...
Carbonation and chloride ingress are the two main causes of corrosion in reinforced concrete structu...
Carbonation and chloride action are the two leading causes of degradation in reinforced concrete str...