HIGHLIGHTS
- What: The analysis focused on the deformation and failure characteristics as well as the mechanical mechanism of landslide; the landslide mode of homogeneous soil is circular sliding. The study reveals that pore water pressures within landslides undergo significant tempo-spatial changes during dynamic impacts, highlighting the indispensability of a hydro-mechanical coupled approach for a comprehensive landslide-structure interaction (LSI) analysis .
- Who: Yongqing Zeng and collaborators from the Civil Engineering, College, Xiangtan, ChinaUniversity of Forestry and Technology, CHINA have published the Article: A case study on soil slope landslide failure and parameter analysis of influencing . . .
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