常规边坡稳定性分析与本文方法所得到的最危险潜在滑移线（面）形状和位置、边坡稳定安全系数均相差较大；
The shape, position and safety factor of slope stability for the most dangerous potential slip surface with the method in this paper is quite different from that with the normal methods.
在边坡稳定分析中，边坡的稳定安全系数是边坡稳定与否的重要判断依据。
In the analysis of the soil slope stability, safety coefficient is the key to measure the slope stability.
结果表明，岩体边坡的稳定安全系数随着雨水的不断渗入在逐渐地降低，降雨入渗对边坡的稳定性有很大的影响。
The results show that stability safety coefficient of rock slope gradually reduces with continuous rainwater seepage, and infiltration has a great effect to slope stability.
采用正交分析表设计单指标多因素试验，通过荷兰法和瑞典法计算加筋边坡的稳定安全系数。
Based on the factors of reinforced slope computed with Holland method and Sweden method, the tests of single index and multiple factors were designed according to orthogonality table in the paper.
通过计算分析表明：1、该路堑边坡自然稳定性较高，其稳定安全系数为1.47 ~ 1.59。
The cut slope natural stability is higher and its stability safety factor is 1.47 ~ 1.59.
通过计算分析表明：1、该路堑边坡自然稳定性较高，其稳定安全系数为1.47 ~ 1.59。
The cut slope natural stability is higher and its stability safety factor is 1.47 ~ 1.59.
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