Fig. 9From: A deformation-dependent coupled Lagrangian/semi-Lagrangian meshfree hydromechanical formulation for landslide modelingPlot of \(y\)-displacement over the entire soil layer at \(t=0.075\)Â s (a); plot of water pressure over the entire soil layer at \(t=0.075\)Â s (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