In Situ Test Research on Friction Resistance of Self-Anchored Test Pile

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Soil layers</td><td class="align_center">Geotechnical name</td><td class="align_center">Soil depth (m)</td><td class="align_center">Characteristic value of side friction resistance (qsi/kPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">①</td><td class="align_center">Silty clay</td><td class="align_center">0.9</td><td class="align_center">25</td></tr><tr><td class="align_left">②</td><td class="align_center">Muddy silty clay</td><td class="align_center">2.0</td><td class="align_center">18</td></tr><tr><td class="align_left">③</td><td class="align_center">Clay</td><td class="align_center">2.4</td><td class="align_center">65</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Distribution of soil layer at test pile location.</div>

Advances in Civil Engineering

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Table 1: In Situ Test Research on Friction Resistance of Self-Anchored Test Pile 