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Determining the Critical Slip Surface of Three-Dimensional Soil Slopes from the Stress Fields Solved Using the Finite Element Method

机译：使用有限元方法从应力场确定三维土斜面的临界滑动表面

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Yu-chuan Yang; Hui-ge Xing; Xing-guo Yang; Jia-wen Zhou;
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年度 2016
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1. Determining the Critical Slip Surface of Three-Dimensional Soil Slopes from the Stress Fields Solved Using the Finite Element Method [J] . Yang Yu-chuan, Xing Hui-ge, Yang Xing-guo, Mathematical Problems in Engineering . 2016,第pta2期

机译：用有限元法求解应力场，确定三维土坡临界滑动面
2. Searching for critical slip surfaces of slopes using stress fields by numerical manifold method [J] . Yongtao Yang, Wenan Wu, Hong Zheng 岩石力学与岩土工程学报（英文版） . 2020,第006期

机译：用数值歧管方法搜索使用应力字段的斜坡的临界滑曲面
3. Determining three-dimensional non-spherical critical slip surface in earth slopes using an optimization method [J] . M. Hajiazizi, H. Tavana Engineering Geology . 2013,第Null期

机译：用优化方法确定土坡中的三维非球面临界滑动面
4. A Further Study on Soil Slope Stability Analysis by Finite Element Slip Surface Stress Method [C] . Li Hongjun, Zhang Yanyi, Yan Zuwen International Conference on Civil, Architectural and Hydraulic Engineering . 2012

机译：有限元滑动表面应力法进一步研究土壤边坡稳定性分析
5. A three-dimensional slope stability method based on finite element stress analysis and dynamic programming. [D] . Stianson, Jason Robert. 2008

机译：基于有限元应力分析和动态规划的三维边坡稳定方法。
6. Determination of Slope Safety Factor with Analytical Solution and Searching Critical Slip Surface with Genetic-Traversal Random Method [O] . Wen-jie Niu -1

机译：解析法确定边坡安全系数遗传遍历随机法搜索临界滑移面
7. The unified-parameter method for bending performance analysis of composite thick tube as well as the quantitave method to determine the optimal assumed stress fields for hybrid stress finite elements [O] . 刘沛 2014

机译：复合材料厚管弯曲性能分析的统一参数方法以及确定混合应力有限元最佳假定应力场的量化方法
8. Application of Finite Element Method in Determining Stability of Crater Slopes: Preliminary Report [R] . Banks, D. C., Palmerton, J. B. 1968

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Determining the Critical Slip Surface of Three-Dimensional Soil Slopes from the Stress Fields Solved Using the Finite Element Method

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