Abstract
The twisting of bridge ends should be restricted to 2% so as to avoid damage to the permanent way, especially on high-speed lines. The article discusses the effect of the end tangent angle on slab track.
Translated title of the contribution | Twisting of bridge ends |
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Original language | German |
Pages | x2-x3 |
Volume | 49 |
No | 5 |
Specialist publication | Eisenbahningenieur |
State | Published - 1998 |