The Unsaturated Hydromechanical Coupling Model of Rock Slope Considering Rainfall Infiltration Using DDA

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2017/1513421/figures/1513421.fig.0013a.svgz" name="1513421.fig.0013a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Rain falling for 20 h</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2017/1513421/figures/1513421.fig.0013b.svgz" name="1513421.fig.0013b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Rain falling for 60 h</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2017/1513421/figures/1513421.fig.0013c.svgz" name="1513421.fig.0013c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Rain falling for 80 h</td></tr></table>

<div>Maximum principle stress contours for coupling (dashed line) and uncoupling (solid line) (20 mm/h).</div>

Geofluids

fig13

Figure 13

Figure 13: The Unsaturated Hydromechanical Coupling Model of Rock Slope Considering Rainfall Infiltration Using DDA 