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.005a.svgz" name="1513421.fig.005a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Proposed hydromechanical model by DDA</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2017/1513421/figures/1513421.fig.005b.svgz" name="1513421.fig.005b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Hydromechanical model by DEM</td></tr></table>

<div>Vertical displacement contours under coupling conditions.</div>

Geofluids

fig5

Figure 5

Figure 5: The Unsaturated Hydromechanical Coupling Model of Rock Slope Considering Rainfall Infiltration Using DDA 