A simple method for assessing the probability of liquefaction of tailings dams

IF 1.1 Q4 ENGINEERING, GEOLOGICAL
Lays D'Hyppolito, A. Sayão, Anna Laura Nunes
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引用次数: 0

Abstract

In recent years, two tragic accidents in Brazilian tailings dams resulted in a lack of trust in the performance of these structures. This paper aims at proposing a new procedure for estimating the liquefaction risk of existing tailings dams, with the use of well-known probabilistic methods as a valuable tool in the decision-making process for triggering an Emergency Plan. The combination of a rigorous limit equilibrium stability method (Spencer, 1967) and the FOSM probabilistic procedure (Christian et al., 1992) has proved to adequately predict the imminent liquefaction risk of both Fundão and Feijão tailings dams, which recently collapsed in Mariana (2015) and in Brumadinho (2019), both in Minas Gerais State, Brazil. Considering the triggering mechanisms known to have occurred, the estimated probabilities of liquefaction failure at the time of the accidents were 36% for Fundão Dam, and 47% for Feijão Dam. The results show that the risk associated to the collapse of both structures was well above the acceptable level suggested by current standards.
评估尾矿坝液化概率的简单方法
近年来,巴西尾矿坝发生的两起悲惨事故导致人们对这些结构的性能缺乏信任。本文旨在提出一种估算现有尾矿坝液化风险的新程序,利用著名的概率方法作为启动应急计划决策过程中的重要工具。事实证明,将严格的极限平衡稳定性方法(Spencer,1967 年)和 FOSM 概率程序(Christian 等人,1992 年)相结合,可以充分预测 Fundão 和 Feijão 尾矿坝即将发生的液化风险,这两座尾矿坝最近分别在巴西米纳斯吉拉斯州的 Mariana(2015 年)和 Brumadinho(2019 年)发生坍塌。考虑到已知的触发机制,事故发生时液化失效的概率估计分别为:Fundão 大坝 36%,Feijão 大坝 47%。结果表明,这两个结构坍塌的相关风险远远高于现行标准建议的可接受水平。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Soils and Rocks
Soils and Rocks ENGINEERING, GEOLOGICAL-
CiteScore
1.00
自引率
20.00%
发文量
49
期刊介绍: Soils and Rocks publishes papers in English in the broad fields of Geotechnical Engineering, Engineering Geology and Environmental Engineering. The Journal is published in April, August and December. The journal, with the name "Solos e Rochas", was first published in 1978 by the Graduate School of Engineering-Federal University of Rio de Janeiro (COPPE-UFRJ).
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