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。
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)。
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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