It was indicated that the three-dimensional slope stability could be explained by the failure probability through the reliability index.
算例和工程实例表明，通过可靠度指标可以对三维边坡的稳定性从失效概率方面加以解释说明。
These equilibrium equations and Coulomb yield condition can form the fundamental equations of three-dimensional slope stability analysis.
和库仑屈服条件一起，构成了边坡稳定问题普遍适用的基本方程。
Since the unknown forces between the slices of three-dimensional slope become more than the two-dimensional, it should be to do more assumptions to solve the problem.
与二维模型相比，边坡 三维条柱间未知作用力数目急增，需要作过多假设才能使问题静定可解。
The stability analysis method of the two-dimensional residual down-sliding force analysis method is used in the analysis and calculation of the three-dimensional slope stability.
本文将二维余推力稳定性分析方法推广到三维边坡稳定性分析计算中。
At the same time the research tendency of three-dimensional slope, as well as some forecast, are also introduced which may give reference to the engineers and technicians in sl...
同时还介绍了三维边坡研究的动态，以及该领域今后研究方向的一些展望等，可供从事边坡研究的相关人员借鉴参考。
At the same time the research tendency of three-dimensional slope, as well as some forecast, are also introduced which may give reference to the engineers and technicians in slope research.
同时还介绍了三维边坡研究的动态，以及该领域今后研究方向的一些展望等，可供从事边坡研究的相关人员借鉴参考。
This paper described a three-dimensional limit equilibrium method for slope stability analysis.
提出了一种边坡稳定分析的三维极限平衡法。
The subsidence of foundation and stability of fill slope are analyzed by means of three-dimensional finite element and Relative Suggestions are put forward for the project construction.
本文利用三维有限元法对地基沉降、填方边坡稳定性等问题进行了分析，对工程施工提出了相应的建议。
Terrain slope information may be drawn from polarimetric synthetic aperture radar (SAR) two-dimensional image, so that three-dimensional image can be generated.
从全极化合成孔径雷达（SAR）图像数据中，可提取方位向的地势倾斜度信息，形成极化SAR三维成像。
The slope stability appraisal, especially to the slope with characteristic of complicated geometry, should be dealt with as the three-dimensional problem.
边坡稳定性评价，特别是对具有复杂几何特征的边坡，应作为三维问题来处理。
The three-dimensional limit method for slope stability analysis includes the upper bound method and the 3d limit equilibrium method.
边坡稳定三维极限分析方法有上限解和极限平衡两种方法。
Finally, it was pointed out that the present two three-dimensional failure mechanism was reasonable and appropriate to be used as an engineering tool for slope stability analyses.
结果表明：文中建议的两种土坡三维破坏模式更适用于坡顶局部压力下的三维土坡稳定分析研究。
Finally, it was pointed out that the present two three-dimensional failure mechanism was reasonable and appropriate to be used as an engineering tool for slope stability analyses.
结果表明：文中建议的两种土坡三维破坏模式更适用于坡顶局部压力下的三维土坡稳定分析研究。
应用推荐