Dynamic analysis of slab track on multi-layered transversely isotropic saturated soils subjected to train loads

The dynamic responses of a slab track on transversely isotropic saturated soils subjected to moving train loads are investigated by a semi-analytical approach. The track model is described as an upper Euler beam to simulate the rails and a lower Euler beam to model the slab. Rail pads between the ra...

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Veröffentlicht in:Earthquake Engineering and Engineering Vibration 2014-12, Vol.13 (4), p.731-740
Hauptverfasser: Zhan, Yongxiang, Yao, Hailin, Lu, Zheng, Yu, Dongming
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Sprache:eng
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