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Guo-Hang Shi

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Conference Open access 2026

Dynamic Response and Stability Analysis of Slopes with Complex Geological Structures under Seismic Loading

A three-dimensional dynamic numerical model of a slope with weak interlayers in southwestern China was established in FLAC3D to study its seismic response and stability. Free-field boundaries and local damping were adopted, and the acceleration, displacement, and stress responses under different input frequencies, peak...

Yanshuo Jia, Guo-Hang Shi · 0 citations

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