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An improved dual-strength reduction method of slope stability analysis using Hill Climbing Algorithm

Chunguang Wang Ji Wang Zhigang Tao Manchao He Haichao Liu Shuai Li Zhiyou Gao Guojie Liang

岩石力学通报（英文）2026，Vol.5Issue(1)：69-77,9.

岩石力学通报（英文）2026，Vol.5Issue(1)：69-77,9.DOI:10.1016/j.rockmb.2025.100220

An improved dual-strength reduction method of slope stability analysis using Hill Climbing Algorithm

Chunguang Wang ¹Ji Wang ¹Zhigang Tao ²Manchao He ²Haichao Liu ¹Shuai Li ¹Zhiyou Gao ³Guojie Liang⁴

作者信息

1. State Key Laboratory of Disaster Prevention and Ecology Protection in Open-pit Coal Mines,Shandong University of Science and Technology,Qingdao,266590,China
2. State Key Laboratory for Tunnel Engineering,China University of Mining and Technology(Beijing),Beijing,100083,China
3. Shandong Provincial Geo-mineral Engineering Co.,Ltd.,Jinan,250100,China
4. Beijing Jingneng Energy Technology Research Co.,Ltd.,Beijing,100022,China
折叠

摘要

关键词

Slope stability/Strength reduction method/Local safety factor/Reduction path

Key words

Slope stability/Strength reduction method/Local safety factor/Reduction path

引用本文复制引用

Chunguang Wang,Ji Wang,Zhigang Tao,Manchao He,Haichao Liu,Shuai Li,Zhiyou Gao,Guojie Liang..An improved dual-strength reduction method of slope stability analysis using Hill Climbing Algorithm[J].岩石力学通报（英文）,2026,5(1):69-77,9.

基金项目

This research was funded by the National Natural Science Founda-tion of China—Railway Fundamental Research Joint Fund Project(U2468219). （U2468219）

岩石力学通报（英文）

ISSN：2773-2304

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