My book on railway ballast (post 3) 2026-2-2.
In my previous post I indicated that the functions of the railway ballast were defined more than 30 years ago. By this I was referring to the work of the ERRI D-182 when a large number of European railway companies drafted the functions in this working group.
These functions, in a nutshell, are: longitudinal and transverse stability, drainage, elastic support, transferring and spreading loads to the subsurface, dampening noise and enabling easy maintenance of track geometry.
But how do these functions compare to the past and more important to the present? Are they still valid and complete? Do these functions determine all the requirements we place on railway ballast? What do you think about this? I go into this in more detail in my book.
At the moment I am struggling with the chapter “the history of the railway”. There is so much literature available where these regularly contradict each other. I have therefore decided to consult a number of books and use a chronological timeline based on that. For railway ballast it is not important who “invented” the standard gauge, or the wheel flange, or even the “first” railway, but it is interesting reading!
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