Abstract
Because using recycled aggregates (RAs) in concrete production becomes a standard practice, a new problem arises: how do the RAs produced from concrete made itself with RAs behave? Moreover, how does the recurrence of this produce-recycle in concrete affect the performance of the newer aggregates and of the concrete mixes made with them?
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Paper version not known
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
