目前在边坡稳定性计算中使用最多的就是极限平衡法,极限平衡法本身包含了几种稳定性计算方法,对这些方法研究各自的适用条件,并得出一些结论:直线滑动面法计算简单,但结果偏于不安全;瑞典条分法结果偏于安全,简化的毕肖普法结果比较接近实际。 At present, limit equilibrium method is the most used in slope stability calculation, and limit equilibrium method itself contains several stability calculation methods. The respective applicable conditions of these methods are studied, and some conclusions are drawn: the calculation of linear sliding surface method is simple , But the result is unsafe; the results of the Swedish section are biased toward safety and the simplified Bishop method is more realistic.