Study on Control of Wall Deflection in Earth Stepped-Twin Retaining Wall Using Anchor Method by means of Numerical Simulation

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Diameter (mm)</td><td class="align_center">Cross-sectional area (mm<sup>2</sup>)</td><td class="align_center">Mass per unit length (kg/km)</td><td class="align_center">Maximum tensile stress (kN)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">7 stands of PC steel</td><td class="align_center">12.7</td><td class="align_center">98.71</td><td class="align_center">774</td><td class="align_center">183</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical and mechanical properties of anchors.</div>

Advances in Civil Engineering

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Table 4

Table 4: Study on Control of Wall Deflection in Earth Stepped-Twin Retaining Wall Using Anchor Method by means of Numerical Simulation 