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
Zentralblatt der Bauverwaltung ; 40 , n 27 ; p 158-160
1920
3 pages
6 Figs.
Aufsatz (Zeitschrift)
Deutsch
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