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

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Elastic modulus of the steel casing <i>E</i><sub>1</sub> (×10<sup>5</sup> MPa)</td><td class="align_center">Elastic modulus of the rebars <i>E</i><sub>2</sub> (×10<sup>5</sup> MPa)</td><td class="align_center">Radius of the steel casing <i>r</i>′ (cm)</td><td class="align_center">Effective wall thickness of the steel casing <i>t</i> (mm)</td><td class="align_center">Radius of the rebars <i>r</i><sub>0</sub> (mm)</td><td class="align_center">Radius of the equivalent steel ring <i>r</i><sub>s</sub> (cm)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">2.05</td><td class="align_center">2</td><td class="align_center">90</td><td class="align_center">7</td><td class="align_center">12.5</td><td class="align_center">64</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters used in the calculation of optimal reinforcement for the FY3#-0 CCFSTP.</div>

Advances in Civil Engineering

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Table 8

Table 8: The Horizontal Bearing Capacity of Composite Concrete-Filled Steel Tube Piles 