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Service-Life of Concrete Structure

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Hello everyone,

We design the building structure according to  ACI 318, and
follow ACI 318 section 4 "Durability Requirements code".
 
I'd like to know the background of  ACI 318 section 4 "Durability
Requirements code" and service life of  concrete structure
designed according to ACI 318 code.
 
Where can I find reference about " Method for new concrete service
life predition", especially concerning the seawater exposure.
 
Thanks! 

 
 
 
 
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