Field Experiment Research of the Polycystic Aeration Bolt: Model Design and Anchorage Mechanism

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Type</td><td class="align_center">State</td><td class="align_center">Weight (kN/m<sup>3</sup>)</td><td class="align_center">Cohesion (kPa)</td><td class="align_center">Friction (°)</td><td class="align_center">Characteristic value of friction resistance (kPa)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Muddy soil</td><td class="align_center">Soft plastic</td><td class="align_center">18</td><td class="align_center">10</td><td class="align_center">8</td><td class="align_center">14</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The geotechnical physical properties of muddy soil in the site.</div>

Advances in Civil Engineering

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Table 3

Table 3: Field Experiment Research of the Polycystic Aeration Bolt: Model Design and Anchorage Mechanism 