The recent development of the high
speed railways in several countries, especially in Europe,
has given a more significant evidence of the disturb and
the environmental damages caused by train vibrations. Vibrations
produced by trains are the result of the dynamic
interaction SSI (Soil Structure Interaction) among the
train, the railway embankment and the soil. In this article
the experience gained in the design of the high speed railway
between Turin and Milan is presented. The comparison
is reported between the vibration levels determined by
means of a mathematical model during the design phase
and the vibration levels measured after completion of the
first lot between Turin and Novara. Also a new anti-vibration
system is presented, that has been proposed along the
high speed railway Novara-Milano to mitigate the environmental
impact potentially caused by the train vibrations.
The considerations exposed in this article may constitute
a pragmatic guideline to predict and mitigate the
environmental impact caused by train vibrations.
- Maggio