A Comprehensive Review of the Mechanical Behavior of Suspension Bridge Tunnel-Type Anchorage

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Test category</td><td class="align_center">Yield strength</td><td class="align_center">Peak strength</td><td class="align_center">Residual strength</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">M1 (water content 5.36%)</td><td class="align_center">7.10P</td><td class="align_center">10.00P</td><td class="align_center">7.47P</td></tr><tr><td class="align_left">M2 (water content 7.39%)</td><td class="align_center">5.25P</td><td class="align_center">7.81P</td><td class="align_center">6.59P</td></tr><tr><td class="align_left">Field model test of TTAs at shallow depth</td><td class="align_center">8.00P</td><td class="align_center">11.50P</td><td class="align_center">—</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The bearing test results of soft rock tunnel anchor rock [<a href="/journals/amse/2019/3829281/#B38" target="_blank">38</a>].</div>

Advances in Materials Science and Engineering

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Table 3

Table 3: A Comprehensive Review of the Mechanical Behavior of Suspension Bridge Tunnel-Type Anchorage 