Method for acquiring dynamic response data of passive pile-slab stone blocking wall in collapse rockfall geological disaster

The invention discloses a method for acquiring dynamic response data of a passive pile-slab stone blocking wall in collapse rockfall geological disasters, which comprises the following steps: dividing an impact force-deformation relation curve of a reinforced concrete pile-slab wall under the impact of rockfall into three stages: stage I: an elastic loading stage at the initial stage of collision; determining the contact force between the rockfall and the reinforced concrete sheet-pile wall to be elastic contact; stage II: a plastic damage loading stage of the concrete pile-slab wall, wherein when the contact impact force exceeds the yield strength of the wall body, the concrete pile-slab wall generates plastic deformation and is damaged; and stage III, unloading stage: when the reinforced concrete sheet-pile wall reaches the maximum compression deformation, reducing the falling stone impact speed to 0, and the elastic deformation accumulated by the wall body can be rebounded and released. Geological practice