Case Study and Numerical Simulation of Excavation beneath Existing Buildings

<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"> </td><td class="align_center"><i>F</i><sub>c1</sub></td><td class="align_center"><i>F</i><sub>c2</sub></td><td class="align_center"><i>F</i><sub>c3</sub></td><td class="align_center"><i>F</i><sub>c4</sub></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Clockwise pile cutting</td><td class="align_center">0.186</td><td class="align_center">0.425</td><td class="align_center">0.675</td><td class="align_center">1.000</td></tr><tr><td class="align_left">Symmetrical pile cutting</td><td class="align_center">0.186</td><td class="align_center">0.341</td><td class="align_center">0.683</td><td class="align_center">1.000</td></tr><tr><td class="align_left">In situ data</td><td class="align_center">0.134</td><td class="align_center">0.230</td><td class="align_center">0.659</td><td class="align_center">1.000</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Influence of different pile cutting sequences on the structural pillar’s axial force.</div>

Advances in Civil Engineering

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Table 3

Table 3: Case Study and Numerical Simulation of Excavation beneath Existing Buildings 