Page 176 - Numerical Analysis and Modelling in Geomechanics
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MODELLING OF GROUND WAVES 157
the vibrodriven pile, Flitwick. Figure 5.18 Measured and computed radial particle velocities at 2 m, 7 m and 16.5 m from Figure 5.19 Radial velocities at 5.7 m, 14.5 m and 32.9 m, vibrodriving at Second Severn Crossing (computed= solid line, measured=dashed line).
