Experimental Study and Numerical Analysis on the Vibration Characteristics of a Terraced Slope along an Embankment Section of a High-Speed Railway

<div>Influence of the elastic modulus of the foundation on peak acceleration. (a) Horizontal direction. (b) Vertical direction.</div>

Shock and Vibration

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Figure 13

Figure 13: Experimental Study and Numerical Analysis on the Vibration Characteristics of a Terraced Slope along an Embankment Section of a High-Speed Railway 

Figure 13 | Experimental Study and Numerical Analysis on the Vibration Characteristics of a Terraced Slope along an Embankment Section of a High-Speed Railway 