Dynamic response of a tunnel buried in a saturated poroelastic soil layer to a moving point load

The dynamic response of a tunnel buried in a two-dimensional poroelastic soil layer subjected to a moving point load was investigated theoretically. The tunnel was simplified as an infinite long Euler–Bernoulli beam, which was placed parallel to the traction-free ground surface. The saturated layer...

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Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) 2015-10, Vol.77, p.348-359
Hauptverfasser:	Yuan, Zonghao, Xu, Changjie, Cai, Yuanqiang, Cao, Zhigang
Format:	Artikel
Sprache:	eng
Schlagworte:	Critical velocity Dynamic response Dynamics Fourier transforms Joining Mathematical analysis Mathematical models Moving load Pore pressure Poroelastic Saturated soils Tunnel Tunnels (transportation)
Online-Zugang:	Volltext
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