Most of the standards that evaluate the resistance of concrete against freeze-thaw cycles (FTC) are based on the loss of weight due to scaling. Such procedures are useful but do not provide information about the microstructural deterioration of the concrete. The test procedure needs to be stopped after several FTCs for weighing the loss of material by scaling. This paper proposes the use of mercury-intrusion-porosimetry and thermogravimetric analysis for assessing the microstructural damage of concrete during FTCs. Continuous strain measurement can be performed without stopping the FTCs. The combination of the above techniques with the freeze-thaw resistance standards provides better and more precise information about concrete damage. The p...
In this report a rather comprehensive analysis is made of the frost and salt scaling resistance of c...
Over the last few years, the United States has experienced a shortage of fly ash and slag that conse...
Material and bond properties of frost-damaged concrete were studied experimentally. Tests were perfo...
Most of the standards that evaluate the resistance of concrete against freeze-thaw cycles (FTC) are ...
Some experiments have been performed to investigate the cyclic freeze-thaw deterioration of concrete...
High strength concrete is expected to be highly durable, and its use is often based on this assumpti...
This study is based on determination of the freeze-thaw resistance of air-entrained and non-air-entr...
In cold regions, freeze-thaw damage is considered one of the most important factors in concrete dete...
In the present paper an attempt was made to evaluate reliability and efficiency of two freeze-thaw t...
This work relates the curing conditions of concrete with the damage caused by rapid freeze-thaw cycl...
A concrete submitted to freeze-thaw cycles may undergo damages generally identified under two forms....
Deterioration of concrete from freeze-thaw actions may occur when concrete is critically saturated, ...
The paper deals with a pilot study focused on the freeze-thaw (F-T) resistance of concrete. A non-tr...
This paper deals with the study of damage produced during freeze-thaw (F-T) cycles using two non-des...
This study aims to investigate the effects of two freeze–thaw environments (i.e., maintenance freeze...
In this report a rather comprehensive analysis is made of the frost and salt scaling resistance of c...
Over the last few years, the United States has experienced a shortage of fly ash and slag that conse...
Material and bond properties of frost-damaged concrete were studied experimentally. Tests were perfo...
Most of the standards that evaluate the resistance of concrete against freeze-thaw cycles (FTC) are ...
Some experiments have been performed to investigate the cyclic freeze-thaw deterioration of concrete...
High strength concrete is expected to be highly durable, and its use is often based on this assumpti...
This study is based on determination of the freeze-thaw resistance of air-entrained and non-air-entr...
In cold regions, freeze-thaw damage is considered one of the most important factors in concrete dete...
In the present paper an attempt was made to evaluate reliability and efficiency of two freeze-thaw t...
This work relates the curing conditions of concrete with the damage caused by rapid freeze-thaw cycl...
A concrete submitted to freeze-thaw cycles may undergo damages generally identified under two forms....
Deterioration of concrete from freeze-thaw actions may occur when concrete is critically saturated, ...
The paper deals with a pilot study focused on the freeze-thaw (F-T) resistance of concrete. A non-tr...
This paper deals with the study of damage produced during freeze-thaw (F-T) cycles using two non-des...
This study aims to investigate the effects of two freeze–thaw environments (i.e., maintenance freeze...
In this report a rather comprehensive analysis is made of the frost and salt scaling resistance of c...
Over the last few years, the United States has experienced a shortage of fly ash and slag that conse...
Material and bond properties of frost-damaged concrete were studied experimentally. Tests were perfo...