Field assessment of different tamping operations for newly constructed or renovated railway tracks

Abstract

ABSTRACT The tamping process is crucial for correcting geometric irregularities on railway tracks, especially on newly constructed or renovated tracks that are more susceptible to accumulating defects. Recent studies have demonstrated that multiple insertions of tamping tines lead to greater ballast compaction and improved lateral resistance of the track. However, further evaluation is necessary to assess their impact on other important track parameters. This study evaluated single and multiple insertions to determine which would promote more effective maintenance for newly built or renovated track conditions, focusing on geometry correction, track structural behaviour, and potential ballast degradation. These tamping methods were tested in a heavy haul line, showing that multiple insertions improved geometric quality, increased lateral resistance, and enhanced vertical track stiffness without causing significant ballast degradation. Therefore, using multiple insertions is recommended for newly built or renovated tracks to enhance geometric quality and structural behaviour, providing a more effective maintenance solution.