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

<div>Stress deformation evolution of PC-LSPCF. (a) Normalized comparison of multiple source data. (b) Stress distribution for PC-LSPCF. (c) Load-bearing percentage of PC-LSPCF.</div>

Shock and Vibration

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Figure 14

Figure 14: Experimental Study on the Dynamic Characteristics of a New Long-Short Pile Composite Foundation under Long-Term Train Load 