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

<table class="fixed-width table-group" id="tab1"><tr><td><table class="table"><colgroup><col style="width:4.29em"/><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 and first support</td></tr><tr><td class="align_left">Step 3</td><td class="align_center">Excavation to 3m depth and construction of second support</td></tr><tr><td class="align_left">Step 4</td><td class="align_center">Excavation to the bottom of the pit</td></tr><tr><td class="align_left">Step 5</td><td class="align_center">Construction of baseboard</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

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Table 1

Table 1: Slip Line Theory Based Stability Analysis on the Influence of Deep Excavation on Adjacent Slope 