Mathematical Model and Analysis of Negative Skin Friction of Pile Group in Consolidating Soil

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td align="left">Pile-soil stress ratios</td><td align="center">Maximum axial force of pile/kN</td><td align="center">Maximum dragload/kN</td><td align="center">Tip resistance/kN</td><td align="center">Neutral plane position/m</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td align="left">3.0</td><td align="center">717.3</td><td align="center">461.3</td><td align="center">184.7</td><td align="center">16.9</td></tr><tr><td align="left">4.5</td><td align="center">755.6</td><td align="center">402.4</td><td align="center">201.9</td><td align="center">15.7</td></tr><tr><td align="left">6.0</td><td align="center">857.9</td><td align="center">346.3</td><td align="center">221.0</td><td align="center">14.5</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Dragload and neutral plane position influenced by different pile-soil stress ratio calculated by mathematical model.

Mathematical Problems in Engineering

tab4

Table 4

Table 4: Mathematical Model and Analysis of Negative Skin Friction of Pile Group in Consolidating Soil 