Reliability Analysis of High Rockfill Dam Stability

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/512648/figures/512648.fig.002a.svgz" name="512648.fig.002a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Result computed by 3DSTAB</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/512648/figures/512648.fig.002b.svgz" name="512648.fig.002b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Result in [<a href="/journals/mpe/2015/512648/#B32">32</a>] (Wu et al. 2009)</td></tr></table>

<div>Comparison of the critical slip circles of the Shuangjiangkou core-wall rockfill dam.</div>

Mathematical Problems in Engineering

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Figure 2

Figure 2: Reliability Analysis of High Rockfill Dam Stability 