The Effect of Distance between Sheet Pile and Foundation on Bearing Capacity of Foundation

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter</td><td class="align_center">Input value for Dr = 16% sand</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Cohesion (kN/m<sup>2</sup>)</td><td class="align_center">0.001</td></tr><tr><td class="align_left">Unsaturated unit weight (kN/m<sup>3</sup>)</td><td class="align_center">14.89</td></tr><tr><td class="align_left">Modulus of elasticity (kN/m<sup>2</sup>)</td><td class="align_center">21000</td></tr><tr><td class="align_left">Friction angle (<sup>0</sup>)</td><td class="align_center">40</td></tr><tr><td class="align_left">Poisson’s ratio</td><td class="align_center">0.307</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Plaxis 3D input parameters of sand.</div>

Advances in Civil Engineering

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Table 7

Table 7: The Effect of Distance between Sheet Pile and Foundation on Bearing Capacity of Foundation 