Fuzzy-Random Reliability Analysis of loess landslide Stability Under Earthquake
作者单位：College of Equipment Management and Support Engineering University of the Chinese People’s Armed Police Force
会议名称：《第三届材料科学应用与能源材料国际研讨会》
会议日期：2020年
学科分类：081803[工学-地质工程] 070801[理学-固体地球物理学] 07[理学] 08[工学] 0818[工学-地质资源与地质工程] 0708[理学-地球物理学]
摘 要：In this paper, the fuzziness of the failure events and the parameters of the random variables is considered. In the reliability analysis of the loess landslide stability, the combination of the randomness and fuzziness is proposed, and the fuzzy random reliability calculation method of the loess landslide stability under the earthquake action is proposed. The established model is applied to the seismic stability analysis of a loess landslide, and the evaluation results show that the loess landslide is in an under stable state under the seismic action.