泰勒图表法
土坡稳定分析大都需要经过试算，计算工作量很大，因此，曾有不少人寻求简化的图表法。图9—5是泰勒(Taylor)根据计算资料整理得到的极限状态时均质土坡内摩擦角φ、坡角α与稳定因数N＝C／γH之间关系曲线(C是粘聚力，γ是重度，H是土坡高度)。(Taylor chart method
The stability analysis of soil slope needs to be tested and calculated, and the calculation is very heavy. So many people have sought the simplified graph method. Figure 9 - 5 is Taylor (Taylor) according to the slope angle of internal friction, limit state calculation data obtained when the slope angle and the stability factor N = curve relationship between C / gamma H (C is the cohesion, gamma is severe, the slope height is H).)