Probabilistic Analysis of Slope against Uncertain Soil Parameters

The purpose of this article was to investigate the influence uncertain soil parameters on slope stability problems using probability method. most important instability is probably inherent spatial variability properties and its safety factors. method recognized for validity both in practice academic research. This geotechnical risk management involves parameters. In study, randomly selected were combined with traditional analysis Bishop’s simple methodology Monte Carlo simulation. minimum factor critical slip surface analyzed by back calculation controlled a surface, equal 1. results show significant slippery original strength new recommended simulation that used improving construction. addition, can identify an insufficient understanding groundwater level distribution assumption uniform increases failure. Governments use water flood warnings projects reduce risks life property.