【Key words】 soil slope; reduced safety factor; reliability index; probability of failure; method of optimization
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考虑降雨对边坡稳定的不利影响，分析了孔隙水压力作用下堆积体粘聚力折减后堆积体的安全系数的变化。
Considering adverse effect of rainfall on slope's stability, it analyses the change of safe coefficient after cohesive strength of talus slides reducing under the effect of pore water pressure.
从折减后安全系数的极限状态中，计算出不同最大可能安全系数的临界变异系数和临界破坏概率。
From limit state of reduced safety factor, critical failure probabilities and variation coefficients corressponding different maximum possible safety factors were calculated.
采用边坡某一幅值的等效塑性剪应变区，从坡脚到坡顶贯通前的折减系数作为边坡安全系数。
The strength reduction coefficient before a well-defined equivalent plastic shear strain (EPSS) running through from the bottom to the top of a slope is considered as its safety factor.
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