License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. One of the most damaging actions affecting concrete is the abrupt temperature change (freeze-thaw cycles). The types of deterioration of concrete structures by cyclic freeze-thaw can be largely classified into surface scaling (characterized by the weight loss) and internal crack growth (characterized by the loss of dynamic modulus of elasticity). The present study explored th
The rapid freezing and thawing test specified by ASTM C.666 is carried out in water. However most co...
AbstractUnder line Pathology of Materials; one of the environmental causes of damage effects on conc...
This report summarizes several years of research relating to damage to concrete and aggregates under...
Copyright © 2014 Huai-shuai Shang et al. This is an open access article distributed under the Creati...
Freezing and thawing cycles is one of the most damaging factors that affect the durability of concre...
Due to the variability of environmental loading, concrete is seldom subject to the effect of a singl...
Some experiments have been performed to investigate the cyclic freeze-thaw deterioration of concrete...
An experimental study on the resistance of concrete containing air-cooled slag (AS) and water-cooled...
The cause for deterioration of the concrete structure located in severe environment has been explore...
This Chapter provides a detailed better understanding of the freeze/thaw effect on concrete, it is d...
In 1994, the Strategic Highway Research Program (SHRP) published results from a research study on fr...
The aim of the study was to determine the optimal air content in concretes subjected a combination o...
The purpose of this study is to investigate the mechanism of freezing and thawing deterioration in c...
The durability and service life of concrete structures are related to changes in the concrete surfac...
An experimental study of plain concrete specimens of water-cement ratio 0.55, subjected to 0, 15, 25...
The rapid freezing and thawing test specified by ASTM C.666 is carried out in water. However most co...
AbstractUnder line Pathology of Materials; one of the environmental causes of damage effects on conc...
This report summarizes several years of research relating to damage to concrete and aggregates under...
Copyright © 2014 Huai-shuai Shang et al. This is an open access article distributed under the Creati...
Freezing and thawing cycles is one of the most damaging factors that affect the durability of concre...
Due to the variability of environmental loading, concrete is seldom subject to the effect of a singl...
Some experiments have been performed to investigate the cyclic freeze-thaw deterioration of concrete...
An experimental study on the resistance of concrete containing air-cooled slag (AS) and water-cooled...
The cause for deterioration of the concrete structure located in severe environment has been explore...
This Chapter provides a detailed better understanding of the freeze/thaw effect on concrete, it is d...
In 1994, the Strategic Highway Research Program (SHRP) published results from a research study on fr...
The aim of the study was to determine the optimal air content in concretes subjected a combination o...
The purpose of this study is to investigate the mechanism of freezing and thawing deterioration in c...
The durability and service life of concrete structures are related to changes in the concrete surfac...
An experimental study of plain concrete specimens of water-cement ratio 0.55, subjected to 0, 15, 25...
The rapid freezing and thawing test specified by ASTM C.666 is carried out in water. However most co...
AbstractUnder line Pathology of Materials; one of the environmental causes of damage effects on conc...
This report summarizes several years of research relating to damage to concrete and aggregates under...