| 1. | An indeterminacy theoretical model for evaluation of slope stability
斜坡稳定性评价的一类非确定性理论模型 |
| 2. | Unified safety factor formula for stability analysis of infinite slope
无限斜坡稳定性分析安全系数的统一形式 |
| 3. | Application of rosenblueth moment estimation method into probabilistic analysis of slope stability
方法在斜坡稳定性概率评价中的应用 |
| 4. | Application of continued fraction approximation method to slope probabilistic analysis
函数连分式渐近法在斜坡稳定性概率评价中的应用 |
| 5. | Discussion on method of stability analysis of infinite slope for different seepage conditions
不同渗流条件下无限斜坡稳定性分析方法探讨 |
| 6. | The method of fuzzy comprehensive analysing and evaluating slope stability on catastrophe theory
基于突变理论的斜坡稳定性模糊综合分析与评判 |
| 7. | The remained slip force method considering the effect of rainfall and its application to assessment of slope stability
剩余推力法及其在斜坡稳定性评价中的应用 |
| 8. | Multinomial factors should be considered in the stability analysis and hazard prediction of seismic loess slopes
在地震黄土斜坡稳定性分析和灾害预测中，必须考虑多项影响因子。 |
| 9. | In order to analyse the stability of the slop of this area , the longmen apex was chosen as a typical slope
为分析长白山天池地区斜坡稳定性，选取龙门峰作为典型斜坡，采用有限元法对其进行应力、位移模拟分析，绘制最大、最小主应力等值线图。 |
| 10. | The result indicates that , after the bridge built , the stress change around major bridge pier is the greatest , and the effect to the stability of slope is also the greatest
研究表明：桥荷载施加后，主桥墩处的应力改变最显著，对斜坡稳定性影响较大。 |
