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Non-associative limit analysis of the toppling-sliding failure of rock slopes

机译：岩石边坡滑坡破坏的非关联极限分析

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Babiker Ahmed Faysal A.; Smith Colin C.; Gilbert Matthew; Ashby John P.;
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1. Non-associative limit analysis of the toppling-sliding failure of rock slopes [J] . Ahmed Faysal A. Babiker, Colin C. Smith, Matthew Gilbert International Journal of Rock Mechanics and Mining Sciences . 2014,第Null期

机译：岩石边坡滑坡破坏的非关联极限分析
2. Reliability analysis of a rock slope based on plastic limit analysis theory with multiple failure modes [J] . Li Ze, Hu Zheng, Zhang Xiaoyan, Computers and Geotechnics . 2019,第JUNa期

机译：基于塑性极限分析理论的多种破坏模式的岩质边坡可靠度分析
3. Reliability analysis of a rock slope based on plastic limit analysis theory with multiple failure modes [J] . Li Ze, Hu Zheng, Zhang Xiaoyan, Computers and Geotechnics . 2019,第Juna期

机译：基于多种故障模式的塑性极限分析理论的岩石坡度可靠性分析
4. Closed form solution of planar rock slope stability under Hoek and Brown (1980) failure criterion and non-associative plasticity [C] . A. Serrano, C. Olalla International Symposium on Landslides(ISL' 2004): Evaluation and Stabilization vol.1; 20040628-0702; Rio de Janeiro(BR) . 2004

机译：Hoek and Brown（1980）破坏准则和非缔合塑性下平面岩石边坡稳定性的封闭形式解
5. Seepage-Coupled Finite Element Analysis of Stress Driven Rock Slope Failures for Both Natural and Induced Failures [D] . Anyintuo, Thomas Becket 2019

机译：自然和诱导破坏的应力驱动岩石边坡破坏的渗流耦合有限元分析
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. Non-associative limit analysis of the toppling-sliding failure of rock slopes [O] . Babiker A.F.A., Smith C.C., Gilbert M., 2014

机译：岩质边坡倾倒滑动破坏的非关联极限分析
8. Risk Analysis for Rock Slopes in Open Pit Mines. Part II. Limit Equilibrium Analysis for Rock Wedge Stability [R] . Einstein, H. H. , Baecher, G. B. , Veneziano, D. , 1979

机译：露天矿山岩质边坡风险分析。第二部分。岩楔稳定极限平衡分析

Non-associative limit analysis of the toppling-sliding failure of rock slopes

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