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: mp6–9. (b) The variation of the saturation for monitoring points: mp6–9.</div>

Geofluids

fig9

Figure 9

Figure 9: Numerical Investigation of Rainfall-Induced Landslide in Mudstone Using Coupled Finite and Discrete Element Analysis 