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Research on Interlayer Bonding Quality Control Method of Dam Concrete Based on Equivalent Age.
Liu, Wei-Jia; Wang, You-Bo; Li, Qing-Bin; Gao, Xiao-Feng; Tan, Yao-Shen; Liu, Chun-Feng; Hu, Yu; Niu, Xu-Jing.
Afiliação
  • Liu WJ; State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China.
  • Wang YB; State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China.
  • Li QB; State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China.
  • Gao XF; College of Civil Engineering, Zhejiang University of Technology, Hangzhou 310023, China.
  • Tan YS; China Three Gorges Construction Engineering Corporation, Beijing 100000, China.
  • Liu CF; China Three Gorges Construction Engineering Corporation, Beijing 100000, China.
  • Hu Y; State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China.
  • Niu XJ; School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China.
Materials (Basel) ; 14(18)2021 Sep 09.
Article em En | MEDLINE | ID: mdl-34576413
ABSTRACT
Interlayer bonding quality is the key to the stability and durability of dam concrete. In this study, interlayer splitting tensile strength, relative permeability coefficient, and electric flux of dam concrete at different temperatures were tested. The relationships between equivalent age and strength coefficient, relative permeability coefficient ratio, and electric flux ratio were established. Meanwhile, a comprehensive early-warning and control system of dam interlayer bonding quality based on the above relationships was proposed. The results showed that the interlayer mechanical properties, impermeability, and anti-chloride ion permeability of dam concrete decreased with the increase of temperature. Moreover, the equivalent age was linearly correlated with strength coefficient, relative permeability coefficient ratio, and electric flux ratio of concrete. The correlation coefficients were 0.986, 0.973, and 0.924, respectively. In addition, the interlayer bonding quality of dam concrete can be effectively controlled by the early-warning system established according to the relationship between equivalent age and interlayer properties parameters.
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Texto completo: 1 Base de dados: MEDLINE Idioma: En Ano de publicação: 2021 Tipo de documento: Article

Texto completo: 1 Base de dados: MEDLINE Idioma: En Ano de publicação: 2021 Tipo de documento: Article