z-logo
open-access-imgOpen Access
Rheological properties of self compacting concrete with partial replacement of metakaolin in cement and plastic fibre
Author(s) -
M. Arun Kumar,
S. Selvapraveen,
P. Prasath,
R Bavithran,
G Dhanabal
Publication year - 2021
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/1055/1/012052
Subject(s) - metakaolin , materials science , composite material , cement , ultimate tensile strength , compressive strength , flexural strength , rheology
This work deals with the experimental study of SCC with plastic fibre and metakaolin. Metakaolin with 20% replacement for cement and also addition of plastic fibre in SCC are tested. The influence of mineral admixture and the addition of plastic fibre in physical and mechanical properties in SCC are investigated. Plastic fibre is added to SCC with five various ratio are 0%, 0.25%, 0.5%, 0.75% and 1%respectively. The fresh concrete is tested by L – box test, V – funnel test and U – box test. The hardened concrete is tested by compressive test, flexural strength test and split tensile test. The properties of fresh concrete demonstrated that filling and passing capability of SCC are weak because of introduction of plastic fibre but are not greatly affected the properties. The hardened concrete properties show that metakaolin and plastic fibre has an impact on the strength of SCC.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here