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首页> 外文期刊>International Journal of Engineering Research and Applications >Reliability and Fuzzy Logic Concepts as Applied to Slope Stability Analysis – A Review
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Reliability and Fuzzy Logic Concepts as Applied to Slope Stability Analysis – A Review

机译:可靠性和模糊逻辑概念在边坡稳定性分析中的应用

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摘要

Considerable uncertainty exist with regard to stability of slopes due to several factors and recognition of these uncertainties has made designees to introduce factor of safety. Several studies, during recent years on analytical methods using soil properties have improved understanding the several uncertainties. The reliability analysis of slopes can be used to represent uncertainty in mathematical models, which can be assumed to follow the characteristic of random uncertainty. The distribution uncertain variable, which is unknown, makes its estimation difficult. Hence, the concepts of fuzzy set theory appear to be quite reliable when limited information is available. This paper attempts to review the slope stability problem and deals with the intricacies of the concept of reliability and fuzzy logic as applied to stability analysis of slope. It has been suggested that the FOSM algorithm provides a general agreement among the different slope stability solutions.
机译:由于多种因素,边坡的稳定性存在相当大的不确定性,对这些不确定性的认识使指定人员引入了安全系数。近年来,有关使用土壤性质的分析方法的几项研究提高了对一些不确定性的理解。边坡的可靠性分析可以用来表示数学模型中的不确定性,可以假设其遵循随机不确定性的特征。分布不确定变量是未知的,因此难以估计。因此,当可获得有限信息时,模糊集理论的概念似乎非常可靠。本文试图回顾边坡稳定性问题,并探讨了可靠性和模糊逻辑概念在应用于边坡稳定性分析中的复杂性。已经提出,FOSM算法在不同的边坡稳定性解决方案之间提供了一个普遍的共识。

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