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Describes new method of diminishing possibility of shifting of interior portions of the ballast through reinforcement with especially shaped reinforced concrete grids under both ties at a rail joint, thereby increasing the load capacity of ballast.
Describes new method of diminishing possibility of shifting of interior portions of the ballast through reinforcement with especially shaped reinforced concrete grids under both ties at a rail joint, thereby increasing the load capacity of ballast.
Improvements in railway track construction
Neuerungen im Eisenbahnoberbau
Weig, Jos. (author)
1920
3 pages
6 Figs.
Article (Journal)
German
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Street-railway track construction -- Symposium
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