进而提出了抗滑系数图和抗滑系数谱的概念，以反映碎裂岩体稳定因素的不均匀性。
Further suggested are the conceptions of the image and the spectrum of slide resistance factor to illustrate the unevenness of the stability of cataclastic rock slope.
强度折减方法是目前求解坝基抗滑稳定安全系数的常用方法。
The method of strength reduction is used widely in solving the anti-slide safety coefficient of the base of dam.
分析了非饱和土体抗剪强度参数的计算方法，得出非饱和土抗剪强度公式的实用形式，并推导了抗滑稳定安全系数的计算公式。
Deducing the calculation method of shear strength of unsaturated soil, the applied equation is searched, from which the formula of safety factor of embankment's stability is derived.
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