A simplified procedure to numerically evaluate triggering of static liquefaction in upstream-raised tailings storage facilities

Sottile, M.G.; Cueto, I. A.; Sfriso, A. O.

doi:10.48550/arxiv.2010.11705

Cited by 1 publication

(1 citation statement)

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“…Classical stability analysis methods based on limit equilibrium are poorly adapted to incorporate brittle behaviour. Stress-deformation analyses have been systematically employed to analyse static liquefaction in recent large-scale failures (Morgenstern et al, 2015;Jefferies et al, 2019;Robertson et al, 2019) and are now quickly moving into industrial practice (Sottile et al, 2020;Valdivia et al, 2020;Boswell et al, 2020).…”

Section: Introductionmentioning

confidence: 99%

Application of a critical state model to the Merriespruit tailings dam failure

Mánica

Arroyo

Gens

et al. 2022

Proceedings of the Institution of Civil Engineers - Geotechnica

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The use of stress–deformation analyses to evaluate the characteristics of possible static liquefaction events is rapidly becoming the norm for tailings dams exposed to such risk. Ideally, those analyses should be based on constitutive models that incorporate the fundamental mechanics of the problem, are able to perform robustly in commercial numerical platforms and are simple to calibrate. A model that aims to fulfil that specification is proposed. The model is a new implementation of a previously proposed model based on critical state concepts that is able to represent static liquefaction. The model formulation is elaborated to show that all the required inputs can be related to familiar concepts such as the critical state line, the state parameter, the normalised undrained peak strength or the coefficient of earth pressure at rest. The methodology is illustrated by analysing the failure of the Merriespruit tailings dam, which occurred in South Africa in 1994 and was instrumental in the recognition of how widespread liquefaction risk might be in saturated tailings. Numerical analysis of the case showed how a large static liquefaction failure might have been triggered by a relatively small slope erosion caused by overtopping.

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Section: Introductionmentioning

confidence: 99%