Analysis of Model Tests of Rainfall-Induced Soil Deposit Landslide

<div>PWP and maximum principal stress of landslide 10 hours after rainfall. (a) PWP of the model (<i>t</i> = 10 h). (b) Maximum strain of the model (<i>t</i> = 10 h).</div>

Advances in Civil Engineering

fig14

Figure 14

Figure 14: Analysis of Model Tests of Rainfall-Induced Soil Deposit Landslide 