Numerical Investigation of Rainfall-Induced Landslide in Mudstone Using Coupled Finite and Discrete Element Analysis

<div>(a) The variation of the pore water pressure for monitoring points: mp10–13. (b) The variation of the saturation for monitoring points: mp10–13.</div>

Geofluids

fig10

Figure 10

Figure 10: Numerical Investigation of Rainfall-Induced Landslide in Mudstone Using Coupled Finite and Discrete Element Analysis 