Protection barriers impacted by multiple surges of flow-like landslides: A Material Point Method numerical study

Flow-like landslides propagate fast and often as a sequence of surges. The design of protection barriers must be based on an accurate estimate of flow discharge, potentially making a difference in the barrier performance. The flow-barrier interaction mechanisms are influenced not only by the total amount of material, but also by the timing of the surges, which are expected to interact with each other both before and during the impact of the first mass on the barrier and during later stages. A framework is proposed here as a reference for performing advanced large-deformation numerical analysis. The Material Point Method (MPM) is used for its capability to accommodate large deformation scenarios, with distinct material properties while still recurring to classical concepts of geotechnical engineering implemented in traditional Finite Element Method (FEM) approaches. The case of geosynthetic-reinforced barrier is considered. The results of MPM are presented for a free barrier (in its original configuration) compared to those scenarios where the barrier is partially or entirely buried, for instance, due to long-term lack of maintenance and/or short-term previous flow event with a soil deposition just behind the barrier. The results show that multiple surges lead to a more gradual dissipation of kinetic energy compared to a single, larger flow of equivalent mass. This is due to significant energy loss from inter-surge collisions before the full impact on the barrier, resulting in a smaller final barrier displacement. The study also explores scenarios with a pre-existing deposit behind the barrier, as in long-term conditions, and analyzes how such deposit alters impact dynamics and energy dissipation patterns. This framework provides a reference for advanced numerical analysis in the performance-based design of protection barriers. • MPM is used to simulate multiple flow landslides impacting a protection barrier. • Flow energy dissipation is assessed due to the impact on the barrier. • Basal friction, pore pressure and interactions among surges are investigated. • The eventual presence of fresh or consolidated deposits is also considered. • Numerical outcomes are compared with analytical model highlighting its limitations.