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-preview.hindawi.com/articles/geofluids/volume-2017/1513421/figures/1513421.fig.0010a.svgz" name="1513421.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Rainfall intensity of 8 mm/h</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2017/1513421/figures/1513421.fig.0010b.svgz" name="1513421.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Rainfall intensity of 20 mm/h</td></tr></table>

<div>Pressure head contours on fault considering rain falling time.</div>

Geofluids

fig10

Figure 10

Figure 10: The Unsaturated Hydromechanical Coupling Model of Rock Slope Considering Rainfall Infiltration Using DDA 