Calculative Width of Pile Foundation on Slope Based on Particle Image Velocimetry (PIV)

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Model material</td><td class="align_center"><i>ρ</i>/(g/cm³)</td><td class="align_center">(C/kPa)</td><td class="align_center"><i>ϕ</i>/(°)</td><td class="align_center">Bulk modulus (<i>K</i>/MPa)</td><td class="align_center">Shear modulus</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Pile</td><td class="align_center">2.5</td><td class="align_center">1000</td><td class="align_center">42</td><td class="align_center">4825</td><td class="align_center">5185</td></tr><tr><td class="align_left">Detritus</td><td class="align_center">2.2</td><td class="align_center">10</td><td class="align_center">45.62</td><td class="align_center">150</td><td class="align_center">100</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Material calculation parameters of the numerical model.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Calculative Width of Pile Foundation on Slope Based on Particle Image Velocimetry (PIV) 