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Civil-Comp Conferences
ISSN 2753-3239
CCC: 7
PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE
Edited by: J. Pombo
Paper 23.2

Compaction of Dry Sinter and Pellet Feed in Experimental Bench and Electromagnetic Shaker

J.B. Cyrino Florence1, G. Alcalá Tabata1, L.H. Fernandes De Albuquerque2, D. De Morais Júnior1, V. Da Silva Rosa1 and F. Bertelli1,3

1Postgraduate Program in Mechanical Engineering, Santa Cecilia University, Brazil
2Santa Cecilia University, Graduate Program in Chemical Engineering, Brazil
3Marine Science Department, Federal University of São Paulo, Brazil

Full Bibliographic Reference for this paper
J.B. Cyrino Florence, G. Alcalá Tabata, L.H. Fernandes De Albuquerque, D. De Morais Júnior, V. Da Silva Rosa, F. Bertelli, "Compaction of Dry Sinter and Pellet Feed in Experimental Bench and Electromagnetic Shaker", in J. Pombo, (Editor), "Proceedings of the Sixth International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 7, Paper 23.2, 2024, doi:10.4203/ccc.7.23.2
Keywords: iron ore, compaction, vibration, percolation, free water column, experimental bench.

Abstract
The gondola cars employed in the transportation of iron ore feature an opening at their top, allowing the accumulation of free water during railway transit. To address this issue, drains are incorporated throughout the entire length of the car to facilitate water drainage. Due to the vibration induced by this mode of transport, the compaction of fine ore particles tends to decrease or prevent water percolation to the drains. The objective of this study was to compare the compaction characteristics of two ore types, sinter and pellet feed, using an experimental bench proposed by the authors and a standardized electromagnetic sieve shaker employed in particle size characterization. The electromagnetic shaker induced more substantial compaction in both ores compared to the experimental bench, representing an extreme case of vibration intensity. The compaction profile exhibited similarities in both mechanisms, with the initial minutes showing a more pronounced decline in the ore pile level, followed by a plateau until the conclusion of the experiment.

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