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Stability Analysis Approach to Block Toppling in Rock Slopes Under Seismic Loads

Rock slope toppling failure is a typical type of slope disaster. It is crucial for engineering practice to quickly and accurately evaluate the toppling stability of rock slopes under seismic loads. Based on Liu’s pseudo-continuous medium method, the geomechanical model for evaluating the stability o...

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Principais autores: Kai Fan, Caihua Liu, Chaoyi Sun
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2025-12-01
Serier:Applied Sciences
Fag:
rock slopes
block toppling
seismic loads
pseudo-continuous medium method
stability analysis
Online adgang:https://www.mdpi.com/2076-3417/16/1/22
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