Observed Performance of Highway Embankment over Soft Marine Clay: A Case Study in Wenzhou, China

<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">Grade</td><td class="align_center">Elevation medium error of deformation observation points (mm)</td><td class="align_center">Median error of height difference between adjacent deformation observation points (mm)</td><td class="align_center">Median error of deformation observation points (mm)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Third class leveling</td><td class="align_center">1.0</td><td class="align_center">0.5</td><td class="align_center">6.0</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Deformation monitoring grade and accuracy requirements.</div>

Advances in Civil Engineering

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Table 1

Table 1: Observed Performance of Highway Embankment over Soft Marine Clay: A Case Study in Wenzhou, China 