Evaluating ground vibrations induced by high-speed trains
Recent technological advancements have allowed trains to reach much higher speeds than was previously possible. This has raised concerns about excessive displacements and track vibrations, which present safety concerns and can also affect structures near the track. High-speed trains typically run on...
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| Published in | Transportation Geotechnics Vol. 20; p. 100236 |
|---|---|
| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.09.2019
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| Online Access | Get full text |
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| Abstract | Recent technological advancements have allowed trains to reach much higher speeds than was previously possible. This has raised concerns about excessive displacements and track vibrations, which present safety concerns and can also affect structures near the track.
High-speed trains typically run on traditional ballasted lines, often leading to high maintenance costs due to accelerated fouling. Ballastless systems such as concrete slab track present a possible solution to this issue. Although they incur higher construction costs, they generally require less maintenance and have lower life-cycle costs. The rail industry is interested in other potential benefits of using slab track such as better vibration performance.
The paper analyses the behaviour of an industry typical concrete slab track using a 2D Finite Element Model. A parametric study is conducted to quantify the vibrational effects of changing the stiffness of the soil underlying the track and the train speed. Slab track performance is then compared to a typical ballasted track. The slab track is shown to more effectively reduce train-induced vibrations. Track level displacements in slab track are, on average, 47% lower than those of the ballasted track. Subsoil surface displacements are 41% lower. |
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| AbstractList | Recent technological advancements have allowed trains to reach much higher speeds than was previously possible. This has raised concerns about excessive displacements and track vibrations, which present safety concerns and can also affect structures near the track.
High-speed trains typically run on traditional ballasted lines, often leading to high maintenance costs due to accelerated fouling. Ballastless systems such as concrete slab track present a possible solution to this issue. Although they incur higher construction costs, they generally require less maintenance and have lower life-cycle costs. The rail industry is interested in other potential benefits of using slab track such as better vibration performance.
The paper analyses the behaviour of an industry typical concrete slab track using a 2D Finite Element Model. A parametric study is conducted to quantify the vibrational effects of changing the stiffness of the soil underlying the track and the train speed. Slab track performance is then compared to a typical ballasted track. The slab track is shown to more effectively reduce train-induced vibrations. Track level displacements in slab track are, on average, 47% lower than those of the ballasted track. Subsoil surface displacements are 41% lower. |
| ArticleNumber | 100236 |
| Author | Kece, Elif Reikalas, Vladislovas Robertson, Ian Forde, Michael C. DeBold, Robert Ho, Carlton L. |
| Author_xml | – sequence: 1 givenname: Elif surname: Kece fullname: Kece, Elif organization: AECOM, Edinburgh, UK – sequence: 2 givenname: Vladislovas surname: Reikalas fullname: Reikalas, Vladislovas organization: Arup, Edinburgh, UK – sequence: 3 givenname: Robert surname: DeBold fullname: DeBold, Robert organization: University of Edinburgh, UK – sequence: 4 givenname: Carlton L. surname: Ho fullname: Ho, Carlton L. email: ho@umass.edu organization: University of Massachusetts, Amherst, USA – sequence: 5 givenname: Ian surname: Robertson fullname: Robertson, Ian organization: Alstom Transport, S.A., France – sequence: 6 givenname: Michael C. surname: Forde fullname: Forde, Michael C. organization: University of Edinburgh, UK |
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| CitedBy_id | crossref_primary_10_1016_j_trgeo_2023_101066 crossref_primary_10_3390_infrastructures7040059 crossref_primary_10_1007_s10706_024_02744_1 crossref_primary_10_1007_s11044_020_09748_8 crossref_primary_10_3390_ma14133662 crossref_primary_10_1016_j_cscm_2022_e01396 crossref_primary_10_1007_s12206_022_0117_7 crossref_primary_10_1016_j_compgeo_2021_104133 crossref_primary_10_1016_j_trgeo_2021_100696 crossref_primary_10_1016_j_trgeo_2019_100312 crossref_primary_10_1016_j_trgeo_2021_100628 crossref_primary_10_1142_S0219455420501217 |
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| Title | Evaluating ground vibrations induced by high-speed trains |
| URI | https://dx.doi.org/10.1016/j.trgeo.2019.03.004 |
| Volume | 20 |
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