Dynamic Response Analysis of Buried Drainage Pipes for Polymer Grouting Trenchless Rehabilitation under the Traveling Wave Effect

<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" rowspan="2">Work conditions</td><td class="align_center" colspan="2">Calculated stiffness (10<sup>7</sup> N/m<sup>2</sup>)</td></tr><tr class="thead"><td class="align_center">Longitudinal vibration</td><td class="align_center">Transverse vibration</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Normal</td><td class="align_center">7.13</td><td class="align_center">6.33</td></tr><tr><td class="align_left">Vacant</td><td class="align_center">8.94</td><td class="align_center">8.01</td></tr><tr><td class="align_left">Polymer grouting repair</td><td class="align_center">6.04</td><td class="align_center">5.97</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Calculated stiffness values for normal, vacant, and repair conditions.</div>

Advances in Civil Engineering

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Table 2

Table 2: Dynamic Response Analysis of Buried Drainage Pipes for Polymer Grouting Trenchless Rehabilitation under the Traveling Wave Effect 