Research on Prediction Model of Prestress Loss of Anchor Cable in Soil-Rock Dual-Structure Slope

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Locked load</td><td class="align_center">750 kN (%)</td><td class="align_center">500 kN (%)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Prestress loss within 72 h (% of locked load)</td><td class="align_center">24.45</td><td class="align_center">13.76</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Average prestress loss of prestressed anchor cables over 72 h.</div>

Advances in Materials Science and Engineering

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Table 4

Table 4: Research on Prediction Model of Prestress Loss of Anchor Cable in Soil-Rock Dual-Structure Slope 