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="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Test number</td><td class="align_center">Column 1</td><td class="align_center">Column 2</td><td class="align_center">Column 3</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">1</td><td class="align_center">1</td><td class="align_center">1</td></tr><tr><td class="align_left">2</td><td class="align_center">1</td><td class="align_center">2</td><td class="align_center">2</td></tr><tr><td class="align_left">3</td><td class="align_center">2</td><td class="align_center">1</td><td class="align_center">2</td></tr><tr><td class="align_left">4</td><td class="align_center">2</td><td class="align_center">2</td><td class="align_center">1</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div><i>L </i><sub>4</sub>(2<sup>3</sup>) orthogonal table.</div>

Mathematical Problems in Engineering

tab1

Table 1

Table 1: Reliability Analysis for Bypass Seepage Stability of Complex Reinforced Earth-Rockfill Dam with High-Order Practical Stochastic Response Surface Method 

Table 1 | Reliability Analysis for Bypass Seepage Stability of Complex Reinforced Earth-Rockfill Dam with High-Order Practical Stochastic Response Surface Method 