Conclusions are of great significance to internal stability analysis of reinforced soil structures.

本文的结论对加筋土结构的内部稳定分析具有一定的实际意义。

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Then the function relations among the geometrical controlling parameters of sliding surface and the internal stability safety factor are deduced.

从而获得了滑移面几何控制参数与内部稳定性安全系数之间的函数关系。

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Then the function relations among the geometrical controlling parameters of sliding surface and the internal stability safety factor are deduced.

从而获得了滑移面几何控制参数与内部稳定性安全系数之间的函数关系。

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