Effect of coupled deterioration by freeze-thaw, carbonation and chlorides on concrete service life

Keyphrases

• Chloride 100%
• Coupled Deterioration 100%
• Freeze-thaw 100%
• Carbonation 100%
• Concrete Service Life 100%
• Degradation Mechanism 66%
• Synergetic Effect 66%
• Service Development 33%
• Laboratory Testing 33%
• Aging Effect 33%
• Deterioration Mechanism 33%
• Concrete Performance 33%
• Chloride Penetration 33%
• Air Content 33%
• Concrete Mix 33%
• Service Life Prediction 33%
• Repeated Exposure 33%
• Weather Data 33%
• Concrete Deterioration 33%
• Concrete Specimen 33%
• Frost Attack 33%
• Binder Type 33%
• Local Weather 33%
• Attack Penetration 33%

Engineering

• Degradation Mechanism 100%
• Carbonation 100%
• Service Life 100%
• Deterioration Mechanism 50%
• Concrete Performance 50%
• Chloride Penetration 50%
• Air Content 50%
• Concrete Deterioration 50%
• Binder Type 50%
• Concrete Specimen 50%
• Repeated Exposure 50%
• Frost Attack 50%
• Concrete Mixture 50%

INIS

• testing 100%
• chlorides 100%
• service life 100%
• tools 33%
• performance 33%
• assessments 33%
• mixtures 33%
• data 33%
• modeling 33%
• aging 33%
• air 33%
• laboratories 33%
• weather 33%
• binders 33%
• frost 33%