For elaborating the research significance, goal, content and representative results of the concrete marine field exposure experiments all over the world, we have collected a large number of research literature since 1905. The longest exposure test for concrete has reached 62 years and, most importantly, concrete exposure experiments have made great contributions to the establishment of three classical chloride diffusion models such as DuraCrete model, Life- 365 model and ClinConc model. And the comparison with foreign countries shows that concrete marine field exposure sites in China should adhere to long-term research with continuous tracking tests, for purpose of improving the durability evaluation method and life design theory of concret...
This paper chose the south-east coastal salt-fog area Shantou to carry out the experiment study on c...
This paper intends to express the physical model ClinConc in a more engineer-friendly way. Through t...
Factors affecting the total chloride threshold for initiation of pitting corrosion in reinforced con...
This report presents the results from a research project financed by the Swedish National Road Admin...
Chloride penetration resistance is one of the most important performance measures for the evaluation...
Degradation of reinforced concrete (RC) in maritime structures has become aworldwide problem due to ...
This article presents a series of investigations on six concrete structures along the North Sea coas...
Concrete specimens, made from one single concrete composition and under identical conditions, have b...
Up to now, reinforced concrete has become one of the most materials used widely in con...
This article presents a series of investigations on six concrete structures along the North Sea coas...
This paper intends to express the physical model ClinConc in a more engineer-friendly way. Through t...
A survey of 11 concrete bridges located in a marine environment at 0.65-48.65 years was examined in ...
Chloride aggression is one of the main causes of reinforcement corrosion in concrete structures, esp...
The apparent surface chloride concentration (Cs) of marine concrete is a key parameter in durability...
Marine exposure conditions provide an aggressive environment for reinforced concrete structures, mai...
This paper chose the south-east coastal salt-fog area Shantou to carry out the experiment study on c...
This paper intends to express the physical model ClinConc in a more engineer-friendly way. Through t...
Factors affecting the total chloride threshold for initiation of pitting corrosion in reinforced con...
This report presents the results from a research project financed by the Swedish National Road Admin...
Chloride penetration resistance is one of the most important performance measures for the evaluation...
Degradation of reinforced concrete (RC) in maritime structures has become aworldwide problem due to ...
This article presents a series of investigations on six concrete structures along the North Sea coas...
Concrete specimens, made from one single concrete composition and under identical conditions, have b...
Up to now, reinforced concrete has become one of the most materials used widely in con...
This article presents a series of investigations on six concrete structures along the North Sea coas...
This paper intends to express the physical model ClinConc in a more engineer-friendly way. Through t...
A survey of 11 concrete bridges located in a marine environment at 0.65-48.65 years was examined in ...
Chloride aggression is one of the main causes of reinforcement corrosion in concrete structures, esp...
The apparent surface chloride concentration (Cs) of marine concrete is a key parameter in durability...
Marine exposure conditions provide an aggressive environment for reinforced concrete structures, mai...
This paper chose the south-east coastal salt-fog area Shantou to carry out the experiment study on c...
This paper intends to express the physical model ClinConc in a more engineer-friendly way. Through t...
Factors affecting the total chloride threshold for initiation of pitting corrosion in reinforced con...