Analysis of Model Tests of Rainfall-Induced Soil Deposit Landslide

<div>Initial values of total stress and total strain of landslide. (a) Initial value of total stress (<i>t</i> = 0 h). (b) Initial value of total strain (<i>t</i> = 0 h).</div>

Advances in Civil Engineering

fig12

Figure 12

Figure 12: Analysis of Model Tests of Rainfall-Induced Soil Deposit Landslide 