The paper analyzed the affection of the average inter-column shear force and the total number of the discrete columns on the factor of safety.

分析了条柱侧面平均剪力和条柱总数对边坡安全系数的影响。

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Most likely safety factor (mean safety factor) was calculated with average value of parameters, and reliability of slope was calculated with variability of safety factor.

取影响参数的平均值，计算得到最大可能安全系数(中值安全系数)。

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