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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2023, Vol. 42 ›› Issue (7): 2401-2408.

Special Issue: 水泥混凝土

• Cement and Concrete • Previous Articles     Next Articles

Experimental Study on Performance of Bridge Pier Concrete in Plateau Area Based on RSM-BBD

PENG Yongjun1, LIU Juanhong2, LI Hua2, LI Kang3,4   

  1. 1. China Railway Eighteenth Bureau Group Second Engineering Limited Company, Tangshan 063000, China;
    2. School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China;
    3. Postgraduate Department, China Academy of Railway Sciences, Beijing 100081, China;
    4. State Key Laboratory for Track Technology of High-Speed Railway, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China
  • Received:2023-03-20 Revised:2023-04-23 Online:2023-07-15 Published:2023-07-25

Abstract: According to the service environment characteristics of bridge pier concrete in plateau area, the effect of mineral admixture on concrete performance was investigated. The Box-Behnken Design response surface method (RSM-BBD) was used to design 15 groups of tests, and the effects of fly ash, slag and silica fume content on the strength and freeze-thaw properties of concrete were studied in detail. The response surface model was built with 28 d compressive strength, mass loss rate and relative dynamic elastic modulus of concrete after 200 times freeze-thaw cycles as response values to reveal the correlation between response parameters with target response values, and the optimal ratio of bridge pier concrete under multi-target response values. The results show that, compared with the concrete of reference group, the appropriate mineral admixture is beneficial to improve the strength and enhance the freeze-thaw resistance of concrete at low temperature. The strength and freeze-thaw resistance of concrete are mainly affected by a single factor, among which slag and silica fume can improve the compressive strength, while fly ash and silica fume can enhance the freeze-thaw resistance of concrete. The interaction of various factors has different degrees of influence on the performance of concrete. The interaction between slag and silica fume content has a significant effect on 28 d compressive strength. The interaction between fly ash and silica fume content has a significant effect on mass loss rate. The interaction between fly ash and slag content has a significant effect on relative dynamic elastic modulus. Based on target response values and response optimization, the reasonable ratio of mineral admixtures under the experimental conditions is 20%, 15% and 10% (mass fraction) of fly ash, slag and silica fume, respectively.

Key words: bridge pier concrete, RSM-BBD, mineral admixture, compressive strength, freeze-thaw cycle, mass loss rate, relative dynamic elastic modulus

CLC Number: