Influence of Ice Content and Water-to-Binder Ratio on the Uniaxial Mechanical Characteristics of Iced RCC

This study evaluated how the ice dosage and water-to-binder (W/B) ratio affect the uniaxial response of roller-compacted concrete (RCC). Three levels of W/B, 0.40, 0.45, and 0.50, were examined. For every W/B level, five proportions of ice substitution, namely 0%, 25%, 50%, 75%, and 100%, were adopt...

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Hlavní autoři:	Sheng Peng, Yan Liang, Ping Li, Kaizong Xia, Xiang Chen
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2026-04-01
Edice:	Applied Sciences
Témata:	roller-compacted concrete ice content water-to-binder ratio (W/B) stress–strain curve constitutive model
On-line přístup:	https://www.mdpi.com/2076-3417/16/8/3702
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