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以土坡稳定最危险弧心轨迹线为依据，对几种简单条件下土坡稳定系数偏差等值线进行计算，得出危险心核及危险心轨迹带，由此检查４．５Ｈ线和３６°线与轨迹带的差距，并对这两种辅助线所计算的边坡稳定系数的误差进行分析，指出其适用范围
Based on the most dangerous arc core trajectory of stable soil slope, the contour of stability coefficient deviation of soil slope under several simple conditions was calculated, and the core of dangerous nuclei and the trajectory of dangerous heart were obtained, thus checking 4.5H line and 36 ° line and the trajectory of the gap, and the two auxiliary lines calculated slope stability factor error analysis, pointed out that its scope of application