The presented cubic drawing models supply vivid and visible conditions for the slope stability analyses.
这些立体图为边坡稳定性分析提供了直观、生动的感观条件。
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。
This method can also be used in the stability analyses of the embankment, the soft soil roadbed, the rock slope, etc.
该方法亦可用于路堤、软土路基和岩质边坡等的稳定性分析。
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