A Numerical Simulation Study of the Migration Law of Water-Sand Two-Phase Flow in Broken Rock Mass

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2018/6418476/figures/6418476.fig.008a.svgz" name="6418476.fig.008a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Numerical calculation results</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2018/6418476/figures/6418476.fig.008b.svgz" name="6418476.fig.008b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Indoor experimental results</td></tr></table>

<div>Variations in the sand loss amounts with the different particle sizes of the broken rock mass.</div>

Geofluids

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Figure 8

Figure 8: A Numerical Simulation Study of the Migration Law of Water-Sand Two-Phase Flow in Broken Rock Mass 