Influence Mechanism of Initial Concreting Temperature and Water-Binder Ratio on Hydration Rate of Fly Ash Concrete.

Quan, Juanjuan; Fu, Shaojun; Chen, Jian; Yang, Rudong; Luo, Tao; Wang, Ding

Quan, Juanjuan; Fu, Shaojun; Chen, Jian; Yang, Rudong; Luo, Tao; Wang, Ding.

Afiliação

Quan J; Shaanxi Key Laboratory of Safety and Durability of Concrete Structure, Xijing University, Xi'an 710123, China.
Fu S; Shaanxi Key Laboratory of Safety and Durability of Concrete Structure, Xijing University, Xi'an 710123, China.
Chen J; School of Civil Engineering, Wuhan University, Wuhan 430072, China.
Yang R; Shaanxi Key Laboratory of Safety and Durability of Concrete Structure, Xijing University, Xi'an 710123, China.
Luo T; Shaanxi Key Laboratory of Safety and Durability of Concrete Structure, Xijing University, Xi'an 710123, China.
Wang D; Shaanxi Key Laboratory of Safety and Durability of Concrete Structure, Xijing University, Xi'an 710123, China.

Materials (Basel) ; 16(12)2023 Jun 09.

Article em En | MEDLINE | ID: mdl-37374470

Palavras-chave

adiabatic temperature rise; fly ash concrete; hydration rate; initial concreting temperature; water-binder ratio

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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Idioma: En Revista: Materials (Basel) Ano de publicação: 2023 Tipo de documento: Article País de afiliação: China

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