Constitutive Model of Lateral Unloading Creep of Soft Soil under Excess Pore Water Pressure

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Excess pore water pressure (kPa)</td><td class="align_center"><i>E</i><sub><i>P</i>01</sub> (MPa)</td><td class="align_center"><i>E</i><sub><i>P</i>02</sub> (MPa)</td><td class="align_center"><i>B</i>′</td><td class="align_center">Correlation coefficient, <i>R</i><sup>2</sup></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">0</td><td class="align_center">0.29101</td><td class="align_center">0.55861</td><td class="align_center">0.37896</td><td class="align_center">0.98610</td></tr><tr><td class="align_left">20</td><td class="align_center">0.16645</td><td class="align_center">0.47134</td><td class="align_center">0.49278</td><td class="align_center">0.94150</td></tr><tr><td class="align_left">40</td><td class="align_center">0.19488</td><td class="align_center">0.64812</td><td class="align_center">0.58159</td><td class="align_center">0.98395</td></tr><tr><td class="align_left">60</td><td class="align_center">0.11276</td><td class="align_center">0.31700</td><td class="align_center">0.89094</td><td class="align_center">0.93612</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Fitting parameters of equation (<a href="https://static.hindawi.com/articles/mpe/volume-2020/5017546/figures/#EEq5" target="_blank">5</a>).</div>

Mathematical Problems in Engineering

tab3

Table 3

Table 3: Constitutive Model of Lateral Unloading Creep of Soft Soil under Excess Pore Water Pressure 