Vibration-Isolation Performance of a Pile Barrier in an Area of Soft Soil in Shanghai

<div>Comparison of numerical and field results: relationships between vibration displacement and (a) distance of surface measuring points from maglev (GII-5–GII-8) and (b) the measuring points varying with depth (GII-1-GII-5).</div>

Shock and Vibration

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Figure 25

Figure 25: Vibration-Isolation Performance of a Pile Barrier in an Area of Soft Soil in Shanghai 