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.
运用圆弧条分法对尾矿库坝体稳定性进行了分析，建立了计算几何模型，计算出坝体安全性系数。
Using the circular arc Swedish method in tailing pond dam body stability analysis, the paper establishes the computation geometry model, calculates the dam body safety coefficient.
研究了层状边坡稳定性分析计算方法，提出了适合此类边坡稳定性分析的水平条分法。
This paper studied the computing method for the stability analysis of layered strata slopes and developed the horizontal slice method (HSM) for such slopes.
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