摘要
Traditionally, the safety factor which is a certain value calculated by a certain method was often used as evaluation indexes of slope stability. But the variability of parameters was not took into account, so the safety factor could not express the degree of slope safety. For this reason, the concept of reliability was imported in this paper, and the Monte Carlo and Rosenblueth methods based on probability theory and mathematical statistics were used into slope reliability analysis, therefor the shortages of traditional evaluation methodology was offseted effectively.