Experimental Study on the Dynamic Characteristics of a New Long-Short Pile Composite Foundation under Long-Term Train Load

<div>Temporal and spatial distribution of the acceleration response. (a) Three-dimensional surface mapping of the peak acceleration response of PC-LSPCF with velocity and depth. (b) The plane mapping of the peak acceleration response of PC-LSPCF with velocity and depth. (c) The fitting surface of the peak acceleration response distribution of PC-LSPCF.</div>

Shock and Vibration

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Figure 13

Figure 13: Experimental Study on the Dynamic Characteristics of a New Long-Short Pile Composite Foundation under Long-Term Train Load 