The safety factor of some dangerous slopes are calculated by rigid limiting equilibrium method for coMParison.
对潜在危险边坡利用刚体极限平衡法求出了不同工况下的安全系数。
The sufficient and necessary conditions for the global asymptotic stability of the equilibrium point of the nonlinear circuits are obtained by vector comparison method.
利用向量比较原理，得到了确定非线性电路平衡点全局渐近稳定的充分必要条件。
Especially, the generalized initial value problems are investigated and the cases are given in order to comparison with those under the non-hydrostatic equilibrium.
特别地，研究了它的广义初值问题并给出实例，以与非静力平衡的情况进行比较。
Here the comparison between the adsorption equilibrium constants obtained with single parameter model and five parameter model has also been made.
文中还对单参数模型和五参数模型求取的吸附平衡常数作了比较。
The results show by the analysis and comparison, that the Swedish method and un equilibrium thrust method give low limit value with the least stability safety factor.
通过分析比较，说明瑞典法、不平衡推力法都是极小值解，稳定安全系数最小；
The program can use the inverse reliability method and Limit equilibrium method to evaluate stability of slope with multilayer and arbitrary slip surface. It facilitates comparison of results.
该程序操作简便，适用于多岩土层非均质任意形状滑裂面边坡稳定分析，具有边坡稳定确定性分析和逆可靠度分析两大功能，便于计算结果的比较分析。
The program can use the inverse reliability method and Limit equilibrium method to evaluate stability of slope with multilayer and arbitrary slip surface. It facilitates comparison of results.
该程序操作简便，适用于多岩土层非均质任意形状滑裂面边坡稳定分析，具有边坡稳定确定性分析和逆可靠度分析两大功能，便于计算结果的比较分析。
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