Liquefiable Ground Treatment Using Cruciform Section Probe Resonant Compaction Method: A Case Study in the Xitong Expressway, Eastern China

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Seismic fortification intensity (MPa)</td><td class="align_center">VII</td><td class="align_center">VIII</td><td class="align_center">IX</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left"><i>q</i><sub>c0</sub></td><td class="align_center">4.6–5.5</td><td class="align_center">10.5–11.8</td><td class="align_center">16.4–18.2</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic values of penetration resistance and cone tip resistance [<a href="/journals/ace/2020/6564193/#B22" target="_blank">22</a>].</div>

Advances in Civil Engineering

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Table 7

Table 7: Liquefiable Ground Treatment Using Cruciform Section Probe Resonant Compaction Method: A Case Study in the Xitong Expressway, Eastern China 