PulseExploreJournal ClubDebatesTrendingResearchersJournals
Instagram
HomeExploreJournal ClubTrending
Synapse
⌘+K
Synapse
March 13, 2026Scientific Reports0 citationsOpen Access

Micro/meso scale investigations on F-slag sand developed with synergistic use of fly ash and slag

View Full Paper
KSKummari SekharIndian Institute of Technology BhubaneswarBRB. Hanumantha RaoIndian Institute of Technology BhubaneswarVSVesna Zalar SerjunSlovenian National Building and Civil Engineering Institute

Key Points

  • The study aims to develop a new artificial sand, F-Slag sand, as a substitute for natural river sand.
  • Combined use of fly ash and ground granulated blast furnace slag in varying proportions.
  • Synthesis techniques include pelletization using a disc pelletizer and geopolymerization.
  • Comprehensive micro and meso-scale analyses using multiple techniques.
  • Over 90% of binder solids converted into sand size fractions.
  • F-Slag sand exhibits a specific gravity of 2.1 and permeability of 4.2 × 10−3 cm/sec.
  • Mechanical properties indicate enhanced stability compared to river sand.

Abstract

The present study propounds development of an artificial sand, with a prime aim of exploring a potential substitute for natural river sand. The artificial sand, named F-Slag sand, within the particle size range of 4.75 − 0.075 mm, is developed with the combined use of fly ash (FA) and ground granulated blast furnace slag (GGBS) as binder solids (BS) blended in proportions of 90:10, 80:20, 70:30, 60:40, and 50:50. Pelletization, by employing a custom designed disc pelletizer equipment, and geopolymerization, a process of binding and bonding of FA and GGBS particles to form sand size fractions, techniques are adopted to synthesize F-slag sand. Pelletizer speed of 15 rpm, pelletization duration of 10 min, and alkali activator solution to BS ratio of 0.06 are found optimal to produce the sand. A comprehensive micro/meso-analysis, including 3D computed tomography scan, scanning electron microscopy, X-ray diffraction, Brunauer-Emmett-Teller analysis, and Fourier transform infrared spectroscopy are performed on F-slag sand and attempts are made to interpret macro-applications of it. Demonstrably, the synergistic use of GGBS and FA has completely alleviated the need for elevated curing of sand. The gradational analysis revealed that more than 90% of BS are converted into sand size fractions (4.75 − 0.075 mm). F-slag sand exhibited specific gravity of 2.1, water absorption of 17%, permeability 4.2 × 10− 3 cm/sec, angle of internal friction of 38°, and crushing value of 14.8%. In comparison, river sand showed 2.6, 4%, 3.6 × 10− 3 cm/sec, 39° and 6.3% respectively. The loose and compacted bulk densities of F-slag sand are measured at 698 and 991 kg/m3, which are significantly lower vis-à-vis of river sand (1546 and 1728 kg/m3). Micro-analysis confirms dense, well-bonded particles with meso–macroporous connectivity, indicating enhanced mechanical stability and durability. Moreover, leaching and environmental risk analysis affirms that F-Slag sand poses no ecological threat. The outcome of the study, proposition of a novel construction material, elucidates that F-slag sand could be a potential substitute for river sand in building (concrete, mortar, plastering, lightweight structures), mining (mine backfilling) and environmental (drainage & filter) applications.

Ask AI
Helpful
Bookmark
Share
View Full Paper

Cite This Study

Sekhar et al. (2026) studied this question.

synapsesocial.com/papers/69b3ab9102a1e69014ccc932https://doi.org/10.1038/s41598-026-43476-x
Ask AI
Helpful
Bookmark
Share
View Full Paper