Numerical study on tamping methods to reduce ballast degradation during maintenance work

To investigate a tamping method that would reduce ballast degradation during tamping work while ensuring sufficient compaction, the tamping process was simulated using the discrete element method. Six simulation cases were designed, combining Dd (descent depth during the tine descent process), and Ds (the depth during the squeezing process). Indicators such as N con , the number of contact points with inter-particle contact forces exceeding a threshold, and EneFr , the product of contact force and sliding distance at contact points, were calculated to predict ballast degradation. Additionally, the porosity of the ballast layer under the sleeper and the total volume of ballast particles that moved from the outside to under the sleeper during tamping process ( V bal ), were calculated to evaluated compaction. The results demonstrated that N con and EneFr decreased by at least 8.9% when Dd was shallower than the conventional value; however, porosity remained at the conventional value (38.6) when the Dd + Ds was maintained at the conventional value of 100. These results suggest that ballast degradation can be suppressed by reducing Dd and that the degree of compaction can be ensured by setting Ds appropriately.

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Publication Details

Journal
Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit
Published
2026-04-06
DOI
https://doi.org/10.1177/09544097261437891
Primary Topic
Structural Integrity and Reliability Analysis
Type
article
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article

Numerical study on tamping methods to reduce ballast degradation during maintenance work

Akiko KONO, Takahisa Nakamura
Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit
Structural Integrity and Reliability Analysis
article

Numerical study on tamping methods to reduce ballast degradation during maintenance work

Akiko KONO, Takahisa Nakamura
article en

Abstract

To investigate a tamping method that would reduce ballast degradation during tamping work while ensuring sufficient compaction, the tamping process was simulated using the discrete element method. Six simulation cases were designed, combining Dd (descent depth during the tine descent process), and Ds (the depth during the squeezing process). Indicators such as N con , the number of contact points with inter-particle contact forces exceeding a threshold, and EneFr , the product of contact force and sliding distance at contact points, were calculated to predict ballast degradation. Additionally, the porosity of the ballast layer under the sleeper and the total volume of ballast particles that moved from the outside to under the sleeper during tamping process ( V bal ), were calculated to evaluated compaction. The results demonstrated that N con and EneFr decreased by at least 8.9% when Dd was shallower than the conventional value; however, porosity remained at the conventional value (38.6) when the Dd + Ds was maintained at the conventional value of 100. These results suggest that ballast degradation can be suppressed by reducing Dd and that the degree of compaction can be ensured by setting Ds appropriately.

Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit
Railway Technical Research Institute (JP)
Openalex Percentile: Top 22%
Structural Integrity and Reliability Analysis
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