Fig. 24From: A deformation-dependent coupled Lagrangian/semi-Lagrangian meshfree hydromechanical formulation for landslide modelingCoupled L–SL simulation results \(t=1.35\) s obtained with sudden transition (left) and gradual transition (right): a L-RK (black), SL-RK (blue), and transition (yellow) zones; b equivalent plastic strain; c pore wave pressure fieldBack to article page