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Prediction of Safety Factor of Newly Failed Red Clay Slope Based on XGBoost-PSO-SVR Model

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By Zhongyuan Chen, Zihang Dai, Weiguo Fang, Lingteng Guo
| preprints.org
Submitted: 19 February 2025 You are already at the latest version Currently, most studies on slope stability either neglect or consider only one of the two critical factors—rainfall conditions and crack state—that influence the stability of newly failed slopes. To address this limitation, the eleven parameters, such as the slope height, internal friction angle, cohesion, rainfall conditions, and crack state were selected as evaluation indexes.
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