The phenomenon of track deterioration is thought to be significantly affected
by the pressure on a sleeper bottom and ballast vibrating acceleration.
However, these physical quantities have not yet been measured with high
precision. The RTRI therefore developed a sensing sleeper with a number
of thin impact force sensors attached to the whole undersurface of the
sleeper (Fig. 1). The RTRI also developed a sensing stone
with two built-in triaxial acceleration sensors to measure the movement
of crushed stones in any direction (Fig. 2). The sensing sleeper is used
to evaluate improvement of the conditions of contact between sleepers
and ballast stones, while the sensing stone helps to evaluate the reduction
of maintenance costs of ballasted track.
The RTRI expresses numerically the three-dimensional shape of a ballast
stone as a polyhedron model, and compacted more than 28,000 polyhedrons,
each modeling a ballast stone, to represent a whole full-scale ballasted
track structure with a three-dimensional distinct element model. By inputting
the load waveforms as measured upon train running on an actual track
into this model, the RTRI numerically reproduced the dynamic behavior
of both the sleepers and an assemblage of the ballast stones through
simulation. The analytical results were compared with the values as measured
using the sensing sleeper and the sensing stone on an actual track, and
it was confirmed that agreement roughly holds in the time-dependent displacement
characteristics of sleepers between analysis and measurement (Fig. 3).
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