提出了一种边坡稳定分析的三维极限平衡法。
This paper described a three-dimensional limit equilibrium method for slope stability analysis.
条分法和有限元法是土质边坡稳定分析的主要方法。
Slice method and finite element method are principal methods of soil slope stability analysis.
结果表明，本文所提出的边坡稳定分析方法和防治措施是可行的。
The result shows that, the analysis methods and prevention and cure measures for highway slopes are feasible.
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