Safety Factor for high embankments

Safety factor by the limit equilibrium methods (Fellenius, Bishop, Janbu, Morgensten-Price) and the finite element method was obtained for embankments of 6 m, 12m, 18m, 24m, and 30m high.

针对高度分别为6 m、12 m、18 m、24 m及30 m的路堤，通过极限平衡法（Limit Equilibrium Methods，涵盖费伦纽斯（Fellenius）法、毕晓普（Bishop）法、简布（Janbu）法与摩根斯坦-普赖斯（Morgensten-Price）法）及有限元法（Finite Element Method），计算得到了安全系数。