The Horizontal Bearing Capacity of Composite Concrete-Filled Steel Tube Piles

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Name</td><td class="align_center">Steel casing length LSC (cm)</td><td class="align_center">ESCSC_zone (MPa)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">RCP</td><td class="align_center">0</td><td class="align_center">1.0ENon-SCSC zone</td></tr><tr><td class="align_left" rowspan="2">CCFSTPs</td><td class="align_center">8, 12, 16, and 20</td><td class="align_center">1.1ENon-SCSC_zone</td></tr><tr><td class="align_center">8</td><td class="align_center">1.1ENon-SCSC_zone, 1.2ENon-SCSC_zone, 1.3ENon-SCSC_zone, 1.4ENon-SCSC_zone, and 1.5ENon-SCSC_zone</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>Note. “ENon-SCSC_zone” signifies the compressive modulus of the soil mass in the non-SCSC zone. </div></td></tr></table>

Advances in Civil Engineering

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Table 2

Table 2: The Horizontal Bearing Capacity of Composite Concrete-Filled Steel Tube Piles 