| description abstract | In the analysis of slope stability engineering, due to the limitation of the original sample information of the obtained parameters and the limitation of the conventional reliability calculation method based on probabilistic reliability, a nonprobabilistic comprehensive indicator of the slope convex set model was introduced. A solution method by nonprobabilistic slope reliability under the condition of fuzzy characteristics of sample information was formed. First, based on the limited sample information, a rough interval is delineated for the parameters, and the slope hyperellipsoid convex set model was constructed at this interval. Then, a Latin hypercube sampling was used for sampling within the interval. Since the limit-state equation of slope engineering is generally highly nonlinear and implicit, the Kriging proxy model was used to fit its function. Finally, according to the compatibility of nonprobabilistic reliability and probabilistic reliability, nonprobabilistic index η is introduced to comprehensively evaluate the stability of the slope. When η>1, the evaluation criterion is the shortest distance from the origin of the coordinates to the limit-state surface in the standard vector space, but when 0<η<1 the probability reliability is used as the evaluation index. At this time, the slope reliability indicator can be obtained by using the Monte Carlo method relying on the MATLAB programming language. The calculation examples show that the method is feasible, efficient in calculation, and accurate in results. It made beneficial extensions and supplements for the probabilistic reliability method and also provided new possibilities for solving slope reliability. Finally, using this method when the sample information of an actual slope project is incomplete, the results show that the failure risk of the slope is very low, which is consistent with the analysis conclusion of the simplified Bishop method, and conforms to the target reliability index standard of highway subgrade. | |
