Welcome to Visit BULLETIN OF THE CHINESE CERAMIC SOCIETY! Today is

BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2021, Vol. 40 ›› Issue (4): 1162-1169.

• Cement and Concrete • Previous Articles     Next Articles

Effect of Metakaolin on Mechanical Properties and Microstructure of Reactive Powder Concrete

CHEN Li1, ZHOU Changshun2,3, JIANG Chenhui4   

  1. 1. College of Architecture and Design Art, Shaoxing Vocational and Technical University, Shaoxing 312000, China;
    2. Yuanpei College,Shaoxing University, Shaoxing 312000, China;
    3. School of Civil Engineering, Central South University, Changsha 430100, China;
    4. College of Civil Engineering, Shaoxing University, Shaoxing 312000, China
  • Received:2020-12-08 Revised:2021-01-25 Online:2021-04-15 Published:2021-05-11

Abstract: Reactive powder concrete (RPC) is a promising material which exhibits extrordinary mechanical properties and durability. To investigate the effect of metakaolin (MK) on RPC, the effects of 0%, 5%, 10%, 15% and 20% mass ratio of cementitious materials replaced by MK on the mechanical properties and microstructure of RPC were studied, which included MK pozzolanic activity index test, and the compressive, flexural strength and elastic modulus tests, X-ray diffraction analyzer (XRD), as well as scanning electron microscope (SEM), MIP and nanoindentation measurements. The results show that MK exhibits high pozzolanic activity at the early stage of cement hydration, and the 28 d compressive strength, flexural strength and elastic modulus of RPC with 10% MK increase by 20.1%, 18.0% and 11.4%, respectively, comparing with the reference group. The optimal dosage of MK is 10%. It shows that the incorporation of MK reduces the porosity of RPC matrix, and more additional C-S-H gel filling the pores of RPC matrix is generated by the “secondary hydration” reaction, which improves the microstructure of RPC after the microstructure analysis. Nanoindentation investigation shows that the mass fraction of 10% MK increases the content of high density C-S-H to increase the mechanical properties of RPC. This may be attributed to the pozzolanic activity and the micro-aggregate filling effect of MK.

Key words: metakaolin, reactive powder concrete, mechanical property, microstructure, nanoindentation

CLC Number: