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首页> 外文期刊>Journal of the South African Institution of Civil Engineering >TECHNICAL NOTE: The accuracy of two slope stability programs utilising the Bishop and Sarma analysis methods - A Parrock

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TECHNICAL NOTE: The accuracy of two slope stability programs utilising the Bishop and Sarma analysis methods - A Parrock

机译：技术说明：使用Bishop和Sarma分析方法的两个边坡稳定性程序的准确性-A Parrock

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《Journal of the South African Institution of Civil Engineering》 |2000年第1期|共页
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中图分类建筑科学;
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3. Technical Note On the Assessment of Failure in Slope Stability Analysis by the Finite Element Method [J] . H. Zheng, D. F. Liu, C. G. Li Rock Mechanics and Rock Engineering . 2008,第4期

机译：用有限元法评估边坡稳定性分析中的破坏的技术说明
4. Some notes on the upper-bound and Sarma's methods with inclined slices for stability analysis [C] . CAI Feng, rnLIU Zegong, rnLIN Boquan Landslides and Engineered Slopes from the Past to the Future . 2008

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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. Discontinuous rock slope stability analysis under blocky structural sliding by fuzzy key-block analysis method [O] . Mohammad Azarafza, Haluk Akgün, Mohammad-Reza Feizi-Derakhshi, 2020

机译：块状结构滑移不连续边坡稳定性的模糊键块分析法
7. Stability Evolution of a Large Rock Block Revealed in the Excavation Process of the Left Slope of Jinping-I Hydropower Station Based on the Proposed Sarma's Method [O] . Tao Chen, Guanhua Sun, Hong Zheng 2015

机译：基于建议的SARMA方法的金平-I水电站左侧斜坡挖掘过程中显示的大型岩石块的稳定演变
8. Computerized Slope-Stability Analysis of Refuse Piles and Impoundments by the Simplified Bishop Method [R] . Sawyer, S. G., Mazzei, D. S., Wu, K. K. 1978

机译：作者：张莹莹，山西水利科技sHaNXI HYDROTECHNICs简化Bishop法计算垃圾桩和蓄水层边坡稳定性分析

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