Determining of Critical Safety Factors for Homogeneous Slopes with Mathematical Model

ERKAN, İbrahim Hakkı | URAY, Esra | TAN, Özcan

In this study, the effect of slope and soil parameters on the slope stability has been investigated. The slope heights, the angle of slope, the weight per unit of volume, the angle of internal friction and the cohesion have been used as the slope and the soil parameters. The parameter levels have been selected according to these values and the critic safety factors have been determined with 1280 analyses. In analyses, Slide computer program has been employed and the critic safety factors have been obtained according to Bishop Method. By using these safety factors, the average Signal/Noise (S/N ...Daha fazlası