Stochastické vyhodnocení stability svahu

Abstract

Bachelor thesis deals with the evaluation of the slope stability using Latin Hypercube method. At the start It focuses on slope movements, deformations and their unconditional factors. The engineering geological survey of slope deformations is also a one part. In the next part It determinates the degree of slope stability for unsustainable soil and cohesive soil, including a detailed description of the limit equilibrium methods for determination the degree of slope stability. The last part of the bachelor thesis is an example of calculation the degree of the slope stability using Latin Hypercube Sampling method.