从而获得了滑移面几何控制参数与内部稳定性安全系数之间的函数关系。
Then the function relations among the geometrical controlling parameters of sliding surface and the internal stability safety factor are deduced.
由于安全系数的目标函数是非凸的、多变量的并且存在多个极小值，所以一般边坡最危险滑弧的搜索是困难的。
Because the objective function of the safety of factor is nonconvex, multi-variable, and existing many minimums, searching the most dangerous failure surface usually is difficult.
该函数既可用于滑坡稳定分析中安全系数的计算，又可用于滑坡稳定分析中的可靠度计算。
The function is not only used for the calculation of safety coefficients but also the calculation of reliability in the stability analysis of landslide.
边坡安全系数是可能滑面的函数，而只有最小安全系数才可代表边坡的安全程度。
The factor of safety is the function of slip surface, only the minimal factor of safety can describe the slope stability.
本文首先借助于极限平衡方程以及莫尔-库仑强度理论，建立计算双滑块安全系数的表达式，然后，以该表达式作为目标函数，利用优化理论探讨了双滑块最厄险滑动面的确定方法。
In this paper the equation has been developed for calculating the factors of safety of the double sliding blocks by means of the limit equilibrium and the Mohr-Coulomb strength theory.
文中定义了免疫算法的多因素适应度函数由碰撞系数、距离、转角和安全系数决定。
The fitness function of IA wass evaluated in terms of collision, distance, corner and safety parameters.
文中定义了免疫算法的多因素适应度函数由碰撞系数、距离、转角和安全系数决定。
The fitness function of IA wass evaluated in terms of collision, distance, corner and safety parameters.
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