Reliability Analysis for Bypass Seepage Stability of Complex Reinforced Earth-Rockfill Dam with High-Order Practical Stochastic Response Surface Method

<table class="table-group" id="tab9"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Variables</td><td class="align_center">The upper water level <i>X</i><sub>1</sub></td><td class="align_center">HC of cut-off wall</td><td class="align_center">HC of filled soil <i>X</i><sub>2</sub></td><td class="align_center">HC of rockfill</td><td class="align_center">HC of alluvial deposits <i>X</i><sub>3</sub></td><td class="align_center">HC of curtain <i>X</i><sub>4</sub></td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Importance level</td><td class="align_center">56.62</td><td class="align_center">0.05</td><td class="align_center">5.93</td><td class="align_center">1.81</td><td class="align_center">22.28</td><td class="align_center">16.36</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Importance level of random variables.</div>

Mathematical Problems in Engineering

tab9

Table 9

Table 9: Reliability Analysis for Bypass Seepage Stability of Complex Reinforced Earth-Rockfill Dam with High-Order Practical Stochastic Response Surface Method 

Table 9 | Reliability Analysis for Bypass Seepage Stability of Complex Reinforced Earth-Rockfill Dam with High-Order Practical Stochastic Response Surface Method 