1.
Stability Analysis of the Slope in Huangyan Expressway Based on Finite-difference Strength-reduction Method
基于有限差分强度折减法的黄延高速公路边坡稳定性分析
2.
Stability Analysis on Geosynthetic Reinforced Soil Abutments by Limited Differences Method
基于强度折减的有限差分法分析加筋土桥台的稳定性
3.
Feasibility of strength reduction FEM used in slope stability analysis
强度折减有限元法分析边坡稳定性的精度探讨
4.
Research on the Stability of Soil Slope Based on Shear Strength Reduction FEM;
基于强度折减有限元法的土坡稳定性分析研究
5.
Analysis on Safety Coefficient of Reinforced Earth Structure with FEM Strength Reduction;
用有限元强度折减法分析加筋土结构的稳定性
6.
Analysis of Slope Stability Based on Shear Strength Reduction FEM Theory;
基于有限元强度折减法的土坡稳定分析
7.
Soil Slope Stability Analysis Based on SSRFEM
基于强度折减有限元法的土质边坡稳定性分析
8.
Application of Finite Element Strength Reduction Method in Slope Stability
有限元强度折减法在边坡稳定性分析中的应用
9.
Stability Analysis of Rock Cavity Roadbed Based on Strength Reduction Finite Element Method
基于有限元强度折减法的岩腔路基稳定性分析
10.
Study on the strength reduction finite element method in slope stability analysis
有限元强度折减法在边坡稳定分析中的研究
11.
Discussion on criteria for evaluating stability of slope in elastoplastic FEM based on SSR technique
强度折减有限元法土坡失稳判据分析均质土坡
12.
The Application of Strength Compensation Method to Slope Stability Finite Element Analysis
强度折减法在边坡稳定有限元分析中的应用
13.
Discussion on analysis of slope instability criterion by strength reduction FEM
强度折减有限元法分析边坡失稳判据讨论
14.
Analysis on Theory of Strength Reduction FEM Based on Artificial Neural Networks
基于神经网络对有限元强度折减法分析
15.
Analysis the slope destabilization criterion study with finite element strength reduction method
有限元强度折减法分析边坡的失稳判据研究
16.
Stability Analysis of High Steep Reinforced-Earth Slope Based on the Strength Reduction Finite Difference Method and the Optimized Design Discussion
基于强度折减有限差分法的高陡加筋土边坡稳定性分析及优化设计初探
17.
Elasto-plastic FEM for embankment stability analysis under the condition of seepage based on the technique of shear strength reduction
渗流作用下边坡稳定性分析的强度折减弹塑性有限元法
18.
Strength Reduction FEM of Slope Stability Analysis Based on Energy Theory;
基于能量原理的有限元强度折减法分析边坡稳定