Fig. 22From: A deformation-dependent coupled Lagrangian/semi-Lagrangian meshfree hydromechanical formulation for landslide modelingClose-up of the top of the levee at \(t=1.5\) s for the pure SL-RK simulation (a) and coupled L–SL RK (b); numerical fracture occurs in the pure SL-RK case due to insufficient kernel support coverage of neighborsBack to article page