Fig. 8From: A deformation-dependent coupled Lagrangian/semi-Lagrangian meshfree hydromechanical formulation for landslide modelingPlot of solid grain displacement vs. time at the top of the soil layer (a); plot of water pressure vs. time at the bottom of the soil layer (b); both RKPM models used 401 nodes in the \(y\)-direction; the reference solution used was a pure L-RK formulation with 2001 nodes in the \(y\)-directionBack to article page