A Binary Medium Model for Frozen Silty Sand Simplified by Breakage Parameter

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/6988812/figures/6988812.fig.003a.svgz" name="6988812.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Before demoulding</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/6988812/figures/6988812.fig.003b.svgz" name="6988812.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>After demoulding</td></tr></table>

<div>Shear failure mode of soil sample.</div>

Geofluids

fig3

Figure 3

Figure 3: A Binary Medium Model for Frozen Silty Sand Simplified by Breakage Parameter 