An improved dual-strength reduction method of slope stability analysis using Hill Climbing AlgorithmOA
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
State Key Laboratory of Disaster Prevention and Ecology Protection in Open-pit Coal Mines,Shandong University of Science and Technology,Qingdao,266590,ChinaState Key Laboratory of Disaster Prevention and Ecology Protection in Open-pit Coal Mines,Shandong University of Science and Technology,Qingdao,266590,ChinaState Key Laboratory for Tunnel Engineering,China University of Mining and Technology(Beijing),Beijing,100083,ChinaState Key Laboratory for Tunnel Engineering,China University of Mining and Technology(Beijing),Beijing,100083,ChinaState Key Laboratory of Disaster Prevention and Ecology Protection in Open-pit Coal Mines,Shandong University of Science and Technology,Qingdao,266590,ChinaState Key Laboratory of Disaster Prevention and Ecology Protection in Open-pit Coal Mines,Shandong University of Science and Technology,Qingdao,266590,ChinaShandong Provincial Geo-mineral Engineering Co.,Ltd.,Jinan,250100,ChinaBeijing Jingneng Energy Technology Research Co.,Ltd.,Beijing,100022,China
Slope stabilityStrength reduction methodLocal safety factorReduction path
Slope stabilityStrength reduction methodLocal safety factorReduction path
《岩石力学通报（英文）》 2026 (1)
69-77,9
This research was funded by the National Natural Science Founda-tion of China—Railway Fundamental Research Joint Fund Project(U2468219).
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