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介绍了边坡可靠性分析中蒙特卡洛模拟、矩估计和函数连分式模型的基本原理。对这三种模型的背景、适宜条件、精度及实现的难易程度进行了对比研究 ,并将它们应用于同一实例 ,其结果有一定的变化。
The basic principle of Monte Carlo simulation, moment estimation and function continuous fractional model in slope reliability analysis is introduced. The background, appropriate conditions, accuracy and ease of implementation of the three models were compared and studied, and applied to the same example, the results of a certain change.