An Experimental Investigation for Seepage-Induced Instability of Confined Broken Mudstones with Consideration of Mass Loss

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2017/3057910/figures/3057910.fig.007a.svgz" name="3057910.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>The type 1 water outburst channel</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2017/3057910/figures/3057910.fig.007b.svgz" name="3057910.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>The type 2 water outburst channel</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2017/3057910/figures/3057910.fig.007c.svgz" name="3057910.fig.007c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>The type 3 water outburst channel</td></tr></table>

<div>Outburst channel types at instable seepage stage.</div>

Geofluids

fig7

Figure 7

Figure 7: An Experimental Investigation for Seepage-Induced Instability of Confined Broken Mudstones with Consideration of Mass Loss 