Fig. 6From: A deformation-dependent coupled Lagrangian/semi-Lagrangian meshfree hydromechanical formulation for landslide modelingPoroelastic wave propagation in soil with infinite dimension in x-direction and is discretized by coupled Lagrangian/semi-Lagrangian RK points in the y-direction; Lagrangian (black nodes), semi-Lagrangian (blue nodes), and transition (yellow nodes) regions for coupled L–SL formulationBack to article page