Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Pile number</td><td class="align_center">Peak axial forceof anchors (N)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">No. 1 (rock-socketed depth of 0.05 m)</td><td class="align_center">6759.2940</td></tr><tr><td class="align_left">No. 2 (rock-socketed depth of 0.1 cm)</td><td class="align_center">6756.8050</td></tr><tr><td class="align_left">No. 3 (rock-socketed depth of 0.15 cm)</td><td class="align_center">6746.0901</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Peak axial force of anchors with different rock-socketed depth depths.</div>

Advances in Civil Engineering

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Table 6

Table 6: Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures 

Table 6 | Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures 