Using martingale approaches to obtain the upper bound of the ruin probability and it's expression.
用鞅方法得到了最终破产概率的上界及其具体表达式。
It obtains expression of the upper bound of critical height and stability number for reinforced soil slope, which are compared with non- reinforced soil slope.
由此，确定了格栅加筋土坡临界高度的上限和稳定数，并与无加筋情况下边坡的计算结果进行了对比分析；
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