In this study, a series of experiments on drying shrinkage of porous concrete was carried out to examine the influence of various factors, i.e. void ratio, rock type and size of aggregates, compaction strength level, etc. It was found that the influence of designed void ratio and rock type of the aggregate on the final amount of drying shrinkage of the porous concrete was significant, while the effect of compaction strength level was insignificant. Based on the experimental results, a geometrical model of the porous concrete was proposed to represent the drying shrinkage characteristics. It seems possible to predict the influence of the various factors on the drying shrinkage characteristics by using the proposed model
The early-age shrinkage of ultra-high performance fiber reinforced concrete (UHPFRC) in dry, sealed,...
International audienceThe use of shrinkage-reducing admixtures (SRA) has been suggested to improve c...
A constitutive model is derived from theory of elasticity for predicting ultimate drying shrinkage o...
In this study, a series of experiments on drying shrinkage of porous concrete was carried out to exa...
In this study, a series of experiments on drying shrinkage of porous concrete was carried out to exa...
The correlation of the wettability of different lithology aggregates and the drying shrinkage of con...
The effects of pore structure of concrete made with slag-blended cement on shrinkage behavior of con...
Recently, the cracks of concrete by drying shrinkage become one of the problems in the construction ...
This paper presents an experimental study to clarify the effect of various aggregate materials chara...
During its service life, concrete undergoes volume changes which can affect quality and durability o...
Concrete undergoes volume change as it changes phases from plastic to solid. Volume change due to wa...
In construction field, the most important element is concrete. Majority of construction in Malaysia ...
The drying shrinkage of concrete has a negative effect on its structural performance. In cases where...
Shrinkage behavior of self-compacting concrete (SCC) can be different from that of traditional vibra...
In this paper the effect of limestone and granite aggregate on drying shrinkage of a concrete is inv...
The early-age shrinkage of ultra-high performance fiber reinforced concrete (UHPFRC) in dry, sealed,...
International audienceThe use of shrinkage-reducing admixtures (SRA) has been suggested to improve c...
A constitutive model is derived from theory of elasticity for predicting ultimate drying shrinkage o...
In this study, a series of experiments on drying shrinkage of porous concrete was carried out to exa...
In this study, a series of experiments on drying shrinkage of porous concrete was carried out to exa...
The correlation of the wettability of different lithology aggregates and the drying shrinkage of con...
The effects of pore structure of concrete made with slag-blended cement on shrinkage behavior of con...
Recently, the cracks of concrete by drying shrinkage become one of the problems in the construction ...
This paper presents an experimental study to clarify the effect of various aggregate materials chara...
During its service life, concrete undergoes volume changes which can affect quality and durability o...
Concrete undergoes volume change as it changes phases from plastic to solid. Volume change due to wa...
In construction field, the most important element is concrete. Majority of construction in Malaysia ...
The drying shrinkage of concrete has a negative effect on its structural performance. In cases where...
Shrinkage behavior of self-compacting concrete (SCC) can be different from that of traditional vibra...
In this paper the effect of limestone and granite aggregate on drying shrinkage of a concrete is inv...
The early-age shrinkage of ultra-high performance fiber reinforced concrete (UHPFRC) in dry, sealed,...
International audienceThe use of shrinkage-reducing admixtures (SRA) has been suggested to improve c...
A constitutive model is derived from theory of elasticity for predicting ultimate drying shrinkage o...