Active and Passive Earth Pressure Calculation Method for Double-Row Piles considering the Nonlinear Pile Deformation

<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">Concrete power level of pile and beam</td><td class="align_center">Elastic modulus of pile and beam (E/GPa)</td><td class="align_center">Poisson’s ratio of pile (<i>μ</i>)</td><td class="align_center">Elastic modulus of pile and steel bar (E/GPa)</td><td class="align_center">Rebar diameter (DS/m)</td><td class="align_center">Number of longitudinal bars in piles and beams (n)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">C30</td><td class="align_center">24</td><td class="align_center">0.2</td><td class="align_center">200</td><td class="align_center">0.028</td><td class="align_center">18/24</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Calculation parameters of the supporting structure.</div>

Geofluids

tab3

Table 3

Table 3: Active and Passive Earth Pressure Calculation Method for Double-Row Piles considering the Nonlinear Pile Deformation 