Open AccessEFFECTS OF FINENESS AND CONTENT OF PHOSPHORUS SLAG ON CEMENT HYDRATION, PERMEABILITY, PORE STRUCTURE AND FRACTAL DIMENSION OF CONCRETE
Author(s) -
Lei Wang,
Ruyi Luo,
Wei Zhang,
Minmin Jin,
Shengwen Tang
Publication year - 2021
Publication title -
fractals
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.654
H-Index - 44
eISSN - 1793-6543
pISSN - 0218-348X
DOI - 10.1142/s0218348x21400041
Subject(s) - fineness , cement , fractal dimension , fly ash , materials science , compressive strength , microstructure , permeability (electromagnetism) , pozzolanic reaction , pozzolan , composite material , fractal , chemistry , mathematics , portland cement , mathematical analysis , biochemistry , membrane
The utilization of phosphorus slag (PHS) to replace the fly ash in the construction of hydraulic projects has attracted a growing attention in China. In this study, the influence of PHS fineness and content on cement hydration, mechanical strength, permeability as well as the pore structure and fractal dimension ([Formula: see text] of concrete have been discussed. The results indicate that the PHS addition retards the cement hydration and hence decreases the hydration heat within three days. The incorporation of PHS with a Blaine specific surface area of 505[Formula: see text]m 2 /kg could participate in the early pozzolanic reaction and consequently offsets the retarding effect to some extent. The incorporation of 20–40[Formula: see text]wt.% PHS declines the early strength of concrete, but this reduction effect on strength can be eliminated to some degrees by mechanically grinding the PHS. The compressive strengths of concrete added with PHS with a high fineness of 505[Formula: see text]m 2 /kg (abbreviated as PHS-H) are about 16.0–20.6% higher at three days and 8.9–11.0% higher at 180 days compared that of the control concrete. The contribution of PHS-H to the pore structure refinement is more significant than that of PHS with a low fineness of 302[Formula: see text]m 2 /kg (abbreviated as PHS-L) at various ages because PHS-H is of much higher reactivity and can consume more Ca(OH) 2 than PHS-L which leads to a denser microstructure and a lower chloride diffusion coefficient ([Formula: see text]. The incorporation of PHS decreases the [Formula: see text] at three days, whereas the concrete incorporated with PHS has much higher [Formula: see text] than that of control one at late age. The [Formula: see text] value increases with increasing the porosity and the most probable aperture, while [Formula: see text] has a more significant effect on [Formula: see text] than the porosity and the most probable aperture. The concrete added with 20[Formula: see text]wt.% PHS-H exhibits the highest [Formula: see text] and the lowest [Formula: see text] value at long-term age among the five concrete mixtures in this work.