强度折减有限元方法分析边坡的关键问题是临界破坏状态的确定。
The key of strength reduction method is how to define the critical failure state of slope.
对塔身的稳定，用折减系数法及迭代法导出了临界力表达式。
Critical force expressions for tower stability are derived using reduced coefficient method and iteration.
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.
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