Joint exploration of regional importance of possibilistic and probabilistic uncertainty in stability analysis

Stability analysis generally relies on the estimate of failure probability P. When information is scarce, incomplete, imprecise or vague, this estimate is imprecise. To represent epistemic uncertainty, possibility distributions have shown to be a more flexible tool than probability distributions. The joint propagation of possibilistic and probabilistic information can rely on more advanced techniques such as the classical random sampling of the cumulative probability distribution F and of the intervals from the possibility distributions π. The imprecise probability P is then associated with a random interval, which can be summarized by a pair of indicators bounding it. In the present paper, we propose a graphical tool to explore the sensitivity on these indicators. This is conducted by means of the contribution to sample probability of failure plot based on the ordering of the randomly generated levels of confidence associated with the quantiles of F and to the α-cuts of π. This presents several advantages: (1) the contribution of both types of uncertainty, aleatoric and epistemic, can be compared in a unique setting; (2) the analysis is conducted in a post-processing step, i.e. at no extra computational cost; (3) it allows highlighting the regions of the quantiles and of the nested intervals which contribute the most to the bounds of P. The method is applied on two case studies (a mine pillar and a steep slope stability analysis) to investigate the necessity for extra data acquisition on parameters whose imprecision can hardly be modelled by probabilities due to the scarcity of the available information (respectively the extraction ratio and the cliff geometry).

[1]  Robert V. Whitman,et al.  Organizing and evaluating uncertainty in geotechnical engineering , 2000 .

[2]  Jeff Z. Pan,et al.  An Argument-Based Approach to Using Multiple Ontologies , 2009, SUM.

[3]  Diego A. Alvarez Reduction of uncertainty using sensitivity analysis methods for infinite random sets of indexable type , 2009, Int. J. Approx. Reason..

[4]  Olivier Bouc,et al.  A response surface methodology to address uncertainties in cap rock failure assessment for CO2 geological storage in deep aquifers , 2010 .

[5]  Cédric Baudrit,et al.  Représentation et propagation de connaissances imprécises et incertaines: Application à l'évaluation des risques liés aux sites et sols pollués. (Representation and propagation of imprecise and uncertain knowledge: Application to the assessment of risks related to contaminated sites) , 2005 .

[6]  Gary Tang,et al.  Mixed aleatory-epistemic uncertainty quantification with stochastic expansions and optimization-based interval estimation , 2011, Reliab. Eng. Syst. Saf..

[7]  Jon C. Helton,et al.  Alternative representations of epistemic uncertainty , 2004, Reliab. Eng. Syst. Saf..

[8]  R. Mullen,et al.  Interval Monte Carlo methods for structural reliability , 2010 .

[9]  L. Zadeh Fuzzy sets as a basis for a theory of possibility , 1999 .

[10]  Zhenzhou Lu,et al.  Moment-independent regional sensitivity analysis: Application to an environmental model , 2013, Environ. Model. Softw..

[11]  Yu Wang,et al.  Efficient Monte Carlo Simulation of parameter sensitivity in probabilistic slope stability analysis , 2010 .

[12]  Didier Dubois,et al.  Risk-informed decision-making in the presence of epistemic uncertainty , 2011, Int. J. Gen. Syst..

[13]  Didier Dubois,et al.  Joint propagation of variability and imprecision in assessing the risk of groundwater contamination. , 2007, Journal of contaminant hydrology.

[14]  Scott Ferson,et al.  Sensitivity analysis using probability bounding , 2006, Reliab. Eng. Syst. Saf..

[15]  Glenn Shafer,et al.  A Mathematical Theory of Evidence , 2020, A Mathematical Theory of Evidence.

[16]  M.J.W. Jansen,et al.  Review of Saltelli, A. & Chan, K. & E.M.Scott (Eds) (2000), Sensitivity analysis. Wiley (2000) , 2001 .

[17]  Jim W. Hall,et al.  Uncertainty-based sensitivity indices for imprecise probability distributions , 2006, Reliab. Eng. Syst. Saf..

[18]  N. Sitar,et al.  Stability of Steep Slopes in Cemented Sands , 2011 .

[19]  Eugenijus Uspuras,et al.  Sensitivity analysis using contribution to sample variance plot: Application to a water hammer model , 2012, Reliab. Eng. Syst. Saf..

[20]  Jim W Hall,et al.  Uncertainty analysis in a slope hydrology and stability model using probabilistic and imprecise information , 2004 .

[21]  Jérémy Rohmer,et al.  Managing expert-information uncertainties for assessing collapse susceptibility of abandoned underground structures , 2011 .

[22]  Michael Oberguggenberger,et al.  Classical and imprecise probability methods for sensitivity analysis in engineering: A case study , 2009, Int. J. Approx. Reason..

[23]  Stefano Tarantola,et al.  Contribution to the sample mean plot for graphical and numerical sensitivity analysis , 2009, Reliab. Eng. Syst. Saf..

[24]  Helmut Schweiger,et al.  Reliability Analysis in Geotechnics with the Random Set Finite Element Method , 2005 .

[25]  Didier Dubois The Role of Epistemic Uncertainty in Risk Analysis , 2010, SUM.

[26]  Zhenzhou Lu,et al.  Regional importance effect analysis of the input variables on failure probability , 2013 .

[27]  V. Kreinovich,et al.  Imprecise probabilities in engineering analyses , 2013 .

[28]  Cédric Baudrit,et al.  The use of the possibility theory to investigate the epistemic uncertainties within scenario-based earthquake risk assessments , 2011 .

[29]  Jon C. Helton,et al.  Sensitivity analysis in conjunction with evidence theory representations of epistemic uncertainty , 2006, Reliab. Eng. Syst. Saf..

[30]  D. Dubois,et al.  When upper probabilities are possibility measures , 1992 .