Effects of local metakaolin addition on rheological and mechanical performance of self-compacting limestone cement concrete

Abstract

Various mineral additions are used in the manufacture of self-compacting concrete (SCC) to reduce the cement content and hence the CO₂ emissions and also to enhance the performance of concrete. In this paper, the results of fresh and hardened properties of self-compacting limestone cement mortar (SCLCM) and concrete (SCLCC) with metakaolin (MK) as cement replacement are reported. SCLCM properties investigated include spread flow, V-funnel flow time, yield stress, plastic viscosity and heat evolution. SCLCC fresh properties include slump flow, V-funnel flow time, J-Ring, L-Box and sieve segregation. Compressive strength of the hardened SCLCC was measured at the ages of 1, 3, 7, 28, 90, and 180 days. Moreover, water porosity, water absorption by capillarity and dynamic modulus of elasticity (E_d) tests were conducted. Test results indicated that the produced MK is of sufficient pozzolanic activity and contributes to improve the performances of concrete in particular at later stages. The addition of MK to SCLCM mixes exhibits lower heat evolution, lower yield stress, higher plastic viscosity and higher V-funnel flow time. The addition of MK to SCLCC mixes improves the rheological properties (flowability, passing ability and segregation resistance) as well as the mechanical and durability performance.

Keywords:

• Portland limestone cement
• kaolin
• metakaolin
• self-compacting concrete
• workability
• rheology
• water absorption
• permeability

Disclosure statement

No potential conflict of interest was reported by the authors.

Additional information

Funding

This work was funded by Tassilli cooperation project, [26951VA/12MDU873].