An investigation into the freeze-thaw behaviour of ASR affected concrete (TM-CES-127)

Last updated on 26 April 2013 11:34
A high strength concrete mix designed to be able to produce ASR activity under accelerated curing conditions was used to prepare a number of specimens. At various levels of induced ASR disruption specimens were subjected to a series of rapid freeze-thaw cycles. The effect of the freeze-thaw was assessed...
Author(s): Bolton R F
Organisation(s): British Rail Research ;
1989
United Kingdom
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