Mechanisms of Concrete Deterioration

2020 ◽  
pp. 49-80
Author(s):  
Satish Chandra
Author(s):  
Beena Anand

To fulfil country’s irrigation and power requirements various large capacity dams have been constructed on major rivers in last 50 years. The long term sustainability of these structures is largely dependent on hydro-environment and the capacity of these structures to resist weathering action, chemical attack, abrasion, or any other process of deterioration. The concrete deterioration is directly influenced by various geographical, climatic and ecological conditions. The chemical reactions between cement and water enable the setting and hardening of cement, resulting in a binding medium for the aggregates and development of strength. Quality of water plays an important role in the production of concrete. There are some chemical environments under which the useful life of even the best concrete will be affected adversely. The aggressiveness of water is dependent on the pH value, the total dissolved salts, the degree of hardness, soluble chlorides, sulphates, carbonation, temperature and alkalinity etc. Understanding these conditions permit measures to be taken to prevent or reduce deterioration.


2015 ◽  
Vol 97 ◽  
pp. 128-134 ◽  
Author(s):  
Sravanthi Vupputuri ◽  
Babu Z. Fathepure ◽  
Gregory G. Wilber ◽  
Elias Sudoi ◽  
Seifollah Nasrazadani ◽  
...  

2019 ◽  
Vol 14 (1) ◽  
pp. 178-188
Author(s):  
Masaki Fujita ◽  
Shoichi Iwasaki ◽  
Keinosuke Inoko ◽  
Kenji Hayashi

Abstract In water supply facilities such as distribution reservoirs, the inner surface of reinforced concrete (RC) tanks is often coated with resin paint or the concrete cover depth is increased to protect the concrete from surface deterioration. However, there is little published research on carbonation – one of the main causes of concrete deterioration – in relation to RC tanks, leaving room for improvement with regard to methods for preventing surface deterioration. This study discusses the impact of surface coating and environmental conditions on the carbonation rate of concrete based on a survey of the present state of RC tanks of the Sapporo Waterworks Bureau. Coating was found to have an inhibitory effect on carbonation. Because the carbonation rate of concrete used for the inside and outside of RC tanks was slow, the sufficient concrete cover depth to protect rebar from carbonation while in service was found to be 75 mm for RC tanks without coating.


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