December 10, 2025DesignsOpen Access

Design and Stability Evaluation of Slopes in the Sejiang Deformable Body Region Based on Experimental Data

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Analysis shows slope instability linked to fluid dynamics in hydropower station design, indicating risks from landslides.

Sliding failures occur along bedrock-overburden interfaces due to shear deformation, with implications for slope design.
In a simulation, a 2.1 million cubic meter deformation volume sliding at 24 m/s reached a maximum water height of 2925 m, remaining within safety limits.
Utilizing PS-InSAR for slope deformation data and FLAC3D for numerical analysis enhances understanding of slope dynamics.
Findings support improved design strategies for slope stability in hydropower station settings to mitigate landslide risks.

Li et al. (2025) studied this question.

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