Effect of Targeted Application of Slag in the Interfacial Transition Zone on the Freeze–Thaw Resistance of High-Volume Fly Ash Concrete
Abstract
AbstractHigh-volume fly ash (HVFA) concrete often encounters degraded freeze–thaw (F/T) resistance due to the detrimental impact of unburnt carbon particles present in
fly ash on the air void system. Given the susceptibility of the interfacial transition
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