摘要
边坡工程的稳定性受多种因素的影响,其中一些还是随机性与模糊性等非确定性的因素。本文将统计分析、模糊数学和边坡破坏的可靠度理论结合起来,建立了粘性土坡破坏的随机模糊可靠度分析模型,并导出了相应的计算公式。
Slope stability is attected by many factors. Some of them are indeterminate. Therefore statistic analysis, fuzzy mathematics and the theory of slope failure are combined to establish model for cohesive soil slope failare random and fuzzy reliabclity analysis： Calcuation formula are also derived
出处
《土工基础》
2006年第6期60-62,共3页
Soil Engineering and Foundation
关键词
边坡稳定性
随机性
模糊可靠度
slope stability, random fuzzy, modeling reliability
