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="tab5"><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 values ofdynamic Earthpressure (Pa)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">No. 1 (rock-socketed depth of 5 cm)</td><td class="align_center">−1051294</td></tr><tr><td class="align_left">No. 2 (rock-socketed depth of 10 cm)</td><td class="align_center">−1051023</td></tr><tr><td class="align_left">No. 3 (rock-socketed depth of 15 cm)</td><td class="align_center">−1046292</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Peak values of dynamic Earth pressure under different rock-socketed depths.</div>

Advances in Civil Engineering

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Table 5

Table 5: Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures 

Table 5 | Investigating the Effect of the Rock-Socketed Depth of the Hinged Cable-Anchored Pile on the Earthquake Response Characteristics of Supporting Structures 