Investigation on preparation and compressive strength model of steel slag foam concrete

In order to improve its resource utilization rate, an aged steel slag (SS) was utilized as fine aggregate to prepare SS based foam concrete (SSFC). Firstly, the optimal mixture ratio was determined as:(i) SS particle size of 1.18 mm with uniform gradation, (ii) SS substitution rate (SSR) of 20%, and (iii) water-binder ratio of 0.45, in accordance with the 7-day unconfined compressive strength. Note that the increasing order of influence of these three factors on the compressive strength of SSFC (CSSSFC) was: SSR > particle size of SS > water-binder ratio. In addition, the effect of SS content on strength was also investigated using scanning electron microscopy (SEM) analysis. The SEM micrographs revealed that the concrete incorporating 20% SSR exhibited the most uniform pore distribution, such that the pore diameter was small and had compact structure. Based on the aforementioned optimal mixture ratio, high CS(SSFC )was obtained with low thermal conductivity and improved water stability characteristics. Moreover, the relationship between CSSSFC and porosity of SSFC (under optimal mixture ratio) has been established by deploying the fractal theory. The fractal dimension of the block can be calculated by box counting method. Finally, the predicted values of CSSSFC calculated using the fractal model was in good agreement with the experimental values.

Automated summary

An aged steel slag was utilized as fine aggregate to prepare foam concrete in order to improve its resource utilization rate. The optimal mixture ratio was determined based on particle size, SSR, and water-binder ratio, with 20% SSR showing the most uniform pore distribution and compact structure. The relationship between compressive strength and porosity of the foam concrete has been established using fractal theory.