4.4 Article

Geotechnical uncertainty, modeling, and decision making

Journal

SOILS AND FOUNDATIONS
Volume 62, Issue 5, Pages -

Publisher

JAPANESE GEOTECHNICAL SOC
DOI: 10.1016/j.sandf.2022.101189

Keywords

Uncertainty; Numerical modeling; Decision making; Burland triangle; Risk management

Funding

  1. [TC103]

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Modeling is just one aspect of decision making, and the lack of consideration for uncertainties is a major limitation. This review paper focuses on uncertainty quantification and calculation, and discusses how it enhances the role of modeling in decision making. The key output from a reliability analysis is the probability of failure, which is sensitive to data and meaningful for both system and component failures. Geotechnical software can provide better decision support by computing the probability of failure/reliability index as one basic output.
Modeling only constitutes one aspect of decision making. The prevailing limitation of applying modeling to practice is the absence of explicit consideration of uncertainties. This review paper covers uncertainty quantification (soil properties, stratification, and model performance) and uncertainty calculation with a focus on how it enhances the role of modeling in decision making (reliability analysis, reliability-based design, and inverse analysis). The key output from a reliability analysis is the probability of failure, where failure is defined as any condition that does not meet a performance criterion or a set of criteria. In contrast to the global factor of safety, the probability of failure respects both mechanics and statistics, is sensitive to data (thus opening one potential pathway to digital transformation), and it is meaningful for both system and component failures. Resilience engineering requires system level analysis. As such, geotechnical software can provide better decision support by computing the probability of failure/reliability index as one basic output in addition to stresses, strains, forces, and displacements. It is further shown that more critical non-classical failure mechanisms can emerge from spatially variable soils that can escape notice if the engineer were to restrict analysis to conventional homogeneous or layered soil profiles. (c) 2022 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.

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