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	Location of the critical slip surface based on monitoring data and genetic algorithm 期刊论文 PHYSICA SCRIPTA, 2024, 卷号: 99, 期号: 6, 页码: 17 作者: Fan ZY(樊智勇); Lu XB(鲁晓兵); Zhao Y(赵颖); Liu TP(刘天苹); Liu XY(刘晓宇) 收藏 \| 浏览/下载：4/0 \| 提交时间：2024/06/14 slope stability non-circular search critical slip surface subsurface displacement k-means clustering algorithm genetic algorithm
	Global multistability and mechanisms of a memristive autapse-based Filippov Hindmash-Rose neuron model 期刊论文 Chaos, Solitons and Fractals, 2022, 卷号: 160 作者: Gao, Chenghua; Qiao, Shuai; An, Xinlei 收藏 \| 浏览/下载：43/0 \| 提交时间：2022/07/20 Bifurcation (mathematics) Electromagnetic induction Neural networks Physiological models Stochastic systems White noise Control strategies Fast-slow variable dissection Filippov Filippov hindmash-rose neuron Multistability Neuron modeling Sliding mode dynamics Slow variables Stochastic bifurcation Threshold control
	2-D soil slope-stability evaluation using vector-sum method 期刊论文 IOP Conference Series: Earth and Environmental Science, 2021, 卷号: 768, 期号: 1 作者: Guo,Mingwei; Dong,Xuechao 收藏 \| 浏览/下载：19/0 \| 提交时间：2021/06/18
	Stability analysis of multistage homogeneous loess slopes by improved limit equilibrium method 期刊论文 Yantu Lixue/Rock and Soil Mechanics, 2021, 卷号: 42, 期号: 3, 页码: 813-825 作者: Zhang, Rui-Huan; Ye, Shuai-Hua; Tao, Hui 收藏 \| 浏览/下载：5/0 \| 提交时间：2021/06/03 Failure modes Numerical methods Safety factor Sediments Slope stability Critical slip surface Engineering applications Limit equilibrium methods Minimum safety factor Optimization method Relative deviations Stability analysis Systematic analysis method
	Searching for critical slip surfaces of slopes using stress fields by numerical manifold method 期刊论文 JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2020, 卷号: 12, 期号: 6, 页码: 1313-1325 作者: Yang, Yongtao; Wu, Wenan; Zheng, Hong 收藏 \| 浏览/下载：15/0 \| 提交时间：2021/05/25 Enhanced limit method Ant colony algorithm Numerical manifold method (NMM) Slope stability
	Stability analysis of slopes using the vector sum numerical manifold method 期刊论文 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 页码: 8 作者: Yang, Yongtao; Wu, Wenan; Zheng, Hong 收藏 \| 浏览/下载：8/0 \| 提交时间：2021/05/25 Numerical manifold method (NMM) Vector sum method (VSM) Strength reduction method Slope stability
	Determination of Residual Thrust Force of Landslide Using Vector Sum Method 期刊论文 JOURNAL OF ENGINEERING MECHANICS, 2020, 卷号: 146, 期号: 7, 页码: 13 作者: Guo, Mingwei; Liu, Sujin; Wang, Shuilin; Yin, Shunde 收藏 \| 浏览/下载：14/0 \| 提交时间：2021/05/25 Vector sum method Transfer coefficient method Residual thrust force Strength-reserving definition Finite-element analysis
	Stability analysis of landslides using BEM and variational inequality based contact model 期刊论文 COMPUTERS AND GEOTECHNICS, 2020, 卷号: 123, 页码: 7 作者: Nie, Zhibao; Zhang, Zhihong; Zheng, Hong; Lin, Shan 收藏 \| 浏览/下载：15/0 \| 提交时间：2021/05/25 Slope stability analysis Strength reduction method Boundary element method Variational inequality Contact problems
	Design and numerical analyses of high-fill slope strengthened by frame with prestressed anchor-plates 期刊论文 Yantu Lixue/Rock and Soil Mechanics, 2020, 卷号: 41, 期号: 2, 页码: 612-623 作者: Zhu, Yan-Peng; Tao, Jun; Yang, Xiao-Hui; Peng, Jun-Guo; Wu, Qiang 收藏 \| 浏览/下载：5/0 \| 提交时间：2022/02/17 Anchorages (concrete construction) Convergence of numerical methods Slope stability Complex geological condition Engineering project Finite element analysis software High fill slopes Limit equilibrium theory Reinforcement effects Retaining structure Ultimate pull-out resistances
	Design and numerical analyses of high-fill slope strengthened by frame with prestressed anchor-plates 期刊论文 Yantu Lixue/Rock and Soil Mechanics, 2020, 卷号: 41, 期号: 2, 页码: 612-623 作者: Zhu, Yan-Peng; Tao, Jun; Yang, Xiao-Hui; Peng, Jun-Guo; Wu, Qiang 收藏 \| 浏览/下载：12/0 \| 提交时间：2020/11/14 Anchorages (concrete construction) Convergence of numerical methods Slope stability Complex geological condition Engineering project Finite element analysis software High fill slopes Limit equilibrium theory Reinforcement effects Retaining structure Ultimate pull-out resistances

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