claim
A drying shrinkage model study found that concrete samples cured at 40% relative humidity experienced more critical freeze-thaw damage, including higher apparent deterioration, greater mass loss rates, and more pronounced decay in compressive strength, compared to samples cured at standard conditions.
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Sources
- Recent breakthroughs in the valorization of lignocellulosic biomass ... pubs.rsc.org via serper
Referenced by nodes (2)
- concrete concept
- compressive strength concept