Model Test and Numerical Simulation Study on the Effect of Mudcake and Length-Diameter Ratio on the Bearing Capacity of Bored Cast-in-Place Piles

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Materials</td><td class="align_center">Elastic modulus (MPa)</td><td class="align_center">Poisson ratio</td><td class="align_center">Friction angle (°)</td><td class="align_center">Cohesion (kPa)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Soil</td><td class="align_center">50</td><td class="align_center">0.35</td><td class="align_center">30</td><td class="align_center">0</td></tr><tr><td class="align_left">Pile</td><td class="align_center">3000</td><td class="align_center">0.25</td><td class="align_center"> </td><td class="align_center"> </td></tr><tr><td class="align_left">Mudcake</td><td class="align_center">10</td><td class="align_center">0.35</td><td class="align_center">10</td><td class="align_center">10</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 6

Table 6: Model Test and Numerical Simulation Study on the Effect of Mudcake and Length-Diameter Ratio on the Bearing Capacity of Bored Cast-in-Place Piles 

Table 6 | Model Test and Numerical Simulation Study on the Effect of Mudcake and Length-Diameter Ratio on the Bearing Capacity of Bored Cast-in-Place Piles 