Base on the above, the instantaneous safety factor of slope can be found by use of general methods of slope stability...
在此基础上瞬态的斜坡安全因数即可通过常规的稳定性分析方法求得。
The nonlinear stress-strain relationship was considered, meanwhile the calculation of safety factor of slope becames easy.
这样不仅考虑了土体的应力-应变关系，同时能很方便的计算出土坡稳定的安全系数。
The strength parameters have slight effects on the slide track, but have relative strong effects on the safety factor of slope.
强度参数对滑动面形迹的影响较小，但对安全系数的影响较大。
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