SLM and the Probability of failure of a tailings dam
Oct 14th, 2020
SLM and the probability of failure of a tailings dam goes back 35 years. A paper entitled “Probability and Risk of Slope Failure” (Silva et al., 2008) proposed using quantification of expert judgement. That is a subjective/semi-empirical probability evaluation as a practical alternative for determining probability of slope failure. We call this approach SLM, using the initials of the authors. SLM culminates with semi-empirical relationships between Factor of Safety -FoS- and probability of failure -pf-. That relationship allows to estimate the probability of slope failures with relatively modest effort.
Not a new approach
SLM and the probability of failure of a tailings dam was not the first attempt to generate a relationship between FoS and pf. The idea is not new as it appears from. One example by Oboni, Martinenghi, 1984 showed that with equal FoS, a slope in clay has a significantly higher pf than a slope in granular soil due to higher variability of clay’s geomechanical parameters. One paper from Caldwell Moss, Design of Non-Impounding Waste Dumps, M K McCarterP47–P61, NY: AIME, 1985, also showed how to generate pf-FoS relationships. It used relatively simple probabilistic approaches: pf=function of FoS, including mechanical parameters variability.
What is the advantage of it
The advantage of using SLM 2008 vs. the “1980ies approach” is that they introduced “expert judgement” on testing, monitoring and other human factors. To do that, they created four main categories which express a judgement on the quality of the structure. The idea is that the better the structure, the lower the pf is under constant FoS. Thus, after selecting the category of the structure, the FoS -pf functions generates the estimate of the probability of failure. At the end SLM yields estimates of pf=function(FoS) including mechanical parameters variability AND geotechnical investigations AND design AND monitoring AND construction AND etc.
SLM was looking at the stability of a given, individual, earthen embankment slope, SLM does not look specifically at dams. Thus, it is informative, but does not represent a general approach to evaluation of the probability of failure of a hydro or tailings dam. The probability of failure of a dam is far more complex than the SLM slope pf, FoS chart representation can capture. For example, the dam may have:
- tailings distribution pipeline (that can rupture) at its crest,
- a combination of various types of ancillary surface water management structures (weirs, spillways, diversion ditches) that may be insufficient and damaged, and finally
- seepage and erosion controls, drainages that may be insufficient, aged etc.
Building the knowledge base
Given the age or expected life of a dam, its knowledge base is spread over:
- many different documents,
- many authors and sources and finally
- over years if not decades.
Building the knowledge base is a daunting task faced by anyone wiling to perform a risk assessment.
Furthermore, strategic decisions/choices and other human factors may contribute to the potential for triggering of tailings liquefaction. See for example Martin, T.E. and McRoberts, E.C., 1999, January, Some considerations in the stability analysis of upstream tailings dams, Proceedings of the Sixth International Conference on Tailings and Mine Waste (Vol. 99, pp. 287-302). Rotterdam, Netherlands: AA Balkema. This and other aspects go obviously beyond what a simple slope stability calculation may capture.
Conclusion of SLM and the probability of failure of a tailings dam
The SLM is a great tool for it’s intended purpose. However, once you use it for something else, it can become extremely hazardous and should be handled with care.
ORE2_Tailings is built for dams and is a:
- organized, and finally
- swift way of evaluating the
probability of failure of a slope (dam). Like for any other approach, the first step is to build the knowledge base for each dam. We will get back on this subject soon with a very innovative and practical approach. Stay tuned.
Tagged with: construction, design, factor of safe, failure of a slope, FOS, geotechnical, investigation, monitoring, tailings
Category: Consequences, Hazard, Mitigations, Probabilities, Risk analysis, Risk management