Research Article
Influence of the Hydraulic Boundary Condition between the Embankment and Saturated Half-Space on the Train-Induced Ground Vibration
Figure 10
The maximum pore pressure under a moving train with = 10 Hz (b=1.0 × 106 N·s/m4): (a) V=70 km/h and (b) V =250 km/h.
(a) |
(b) |