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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2024, Vol. 43 ›› Issue (9): 3359-3367.

• Solid Waste and Eco-Materials • Previous Articles     Next Articles

Mechanical Properties and Frost Resistance Durability of Recycled Coarse Aggregate Concrete Dual Doping Graphene and Oxide-Graphene

LIU Hongbo1,2, JIA Xiaojing1, ZHANG Boyang1, SUN Yan1, LI Yong1, CHANG Pu1, SUN Jing1,2   

  1. 1. College of Civil Engineering, Hebei University of Architecture, Zhangjiakou 075000, China;
    2. Hebei Key laboratory for Diagnosis, Reconstruction and Anti-Disaster of Civil Engineering, Zhangjiakou 075000, China
  • Received:2024-03-01 Revised:2024-04-16 Online:2024-09-15 Published:2024-09-19

Abstract: In order to solve the problem of poor mechanical properties and the frost resistance durability of recycled coarse aggregate concrete (RAC) from construction waste, graphene oxide (GO) and graphene (G) were added as nano modifiers. The effects of dual doping of GO and G with different ratios on the mechanical properties, frost resistance durability, and microstructure of RAC have been thoroughly studied. The results show that compared with RAC without any modifiers, dual doping of 0.03% G and 0.06% GO (calculated by mass percentage of cement) has the most significant improvement effect on the mechanical properties of RAC. The compressive and splitting tensile strength increases by 29.14% and 30.60% respectively after 7 d. The results of frost resistance durability show that dual doping of 0.03%G and 0.06%GO can effectively reduce the mass loss rate and strength loss rate of RAC after freeze-thaw cycles, thereby improving the frost resistance durability of RAC. Microstructure analysis shows that dual doping of 0.03% G and 0.06% GO can improve the regularity of hydration products, significantly reduce the cumulative pore volume of RAC, and increase the compactness of RAC structure. Therefore, dual doping of GO and G dual have a synergistic effect in improving RAC performance.

Key words: graphene oxide, graphene, recycled coarse aggregate concrete, mechanical property, freeze-thaw action, microstructure

CLC Number: