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="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left"><i>i</i></td><td class="align_center">Wavelength (<i>L</i>/m)</td><td class="align_center">Sagittal height (<i>α</i>/mm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">10</td><td class="align_center">3.5</td></tr><tr><td class="align_left">2</td><td class="align_center">2</td><td class="align_center">0.4</td></tr><tr><td class="align_left">3</td><td class="align_center">0.5</td><td class="align_center">0.08</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Typical irregular vibration wavelengths and corresponding vector heights.</div>

Shock and Vibration

tab2

Table 2

Table 2: Experimental Study and Numerical Analysis on the Vibration Characteristics of a Terraced Slope along an Embankment Section of a High-Speed Railway 

Table 2 | Experimental Study and Numerical Analysis on the Vibration Characteristics of a Terraced Slope along an Embankment Section of a High-Speed Railway 