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

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Number</td><td class="align_center">Direction</td><td class="align_center">Speed (km/h)</td><td class="align_center">Formation (number of coaches)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">Baoji to Lanzhou</td><td class="align_center">201</td><td class="align_center">8</td></tr><tr><td class="align_left">2</td><td class="align_center">Lanzhou to Baoji</td><td class="align_center">214</td><td class="align_center">8</td></tr><tr><td class="align_left">3</td><td class="align_center">Lanzhou to Baoji</td><td class="align_center">220</td><td class="align_center">8</td></tr><tr><td class="align_left">4</td><td class="align_center">Lanzhou to Baoji</td><td class="align_center">242</td><td class="align_center">8</td></tr><tr><td class="align_left">5</td><td class="align_center">Lanzhou to Baoji</td><td class="align_center">230</td><td class="align_center">16</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic parameters of five trains as recorded by the strong motion instrument.</div>

Shock and Vibration

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Table 1

Table 1: Experimental Study and Numerical Analysis on the Vibration Characteristics of a Terraced Slope along an Embankment Section of a High-Speed Railway 

Table 1 | Experimental Study and Numerical Analysis on the Vibration Characteristics of a Terraced Slope along an Embankment Section of a High-Speed Railway 