In the analysis of the soil slope stability, safety coefficient is the key to measure the slope stability.

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。

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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.

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。

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Using the circular arc Swedish method in tailing pond dam body stability analysis, the paper establishes the computation geometry model, calculates the dam body safety coefficient.

运用圆弧条分法对尾矿库坝体稳定性进行了分析，建立了计算几何模型，计算出坝体安全性系数。

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