Evaluation of Train Running Stability on Slab Track with Use of Vibration Exciter

Last updated on 30 October 2015 1:39
Cyclic load by train causes subsidence of railway level in tunnels, which is due to ground deformation under roadbed concrete. In consideration of progress of track irregularities and core drilling results, the deformation of the roadbed concrete have been evaluated, but there has been no quantitative inspection method until the...
Author(s): Masahiro SHINODA;Hiroaki Sakamoto;Norikazu Misaki
2015
Japan
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