Slip Line Theory Based Stability Analysis on the Influence of Deep Excavation on Adjacent Slope

<table class="fixed-width table-group" id="tab2"><tr><td><table class="table"><colgroup><col style="width:4.76em"/><col style="width:28.64em"/></colgroup><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Process</td><td class="align_center">Finite element analysis</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Step 1</td><td class="align_center">Initial stress calculation (dead-weight plus a uniform load of 20kPa )</td></tr><tr><td class="align_left">Step 2</td><td class="align_center">Construction of bored piles</td></tr><tr><td class="align_left">Step 3~6</td><td class="align_center">Excavating once every two meters</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Excavation process under weak displacement constraint boundary.</div>

Mathematical Problems in Engineering

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Table 2: Slip Line Theory Based Stability Analysis on the Influence of Deep Excavation on Adjacent Slope 