Analytical Reliability Evaluation Framework of Three-Dimensional Engineering Slopes

An analytical three-dimensional slope reliability evaluation framework was developed in this work independent of use numerical simulations. The stability analysis necessarily carried out by utilizing an extended Morgenstern–Price method, which characterized formulations and competitive computational efficiency. Incorporation the presented method into response surface methodology led to effective framework. applicability superiority examined validated using a real complicated landslide case reported practice, hypothetical example widely adopted literature. impact correlation coefficients probability distribution patterns on assessment results further addressed derive additional benefits