On the Importance of a Complete Characterization of Site Investigation Data Uncertainty: A Computational Example

Conference Paper (2019)
Author(s)

Bram van den Eijnden (Geo-engineering)

Michael Hicks (Geo-engineering)

Geo-engineering
DOI related publication
https://doi.org/10.3850/978-981-11-2725-0 IS9-3-cd
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Publication Year
2019
Language
English
Geo-engineering
Article number
IS9-3
Pages (from-to)
237-242
ISBN (print)
978-981-11-2725-0
ISBN (electronic)
978-981-11-2725-0
Event
ISGSR 2019: 7th International Symposium on Geotechnical Safety and Risk (2019-12-11 - 2019-12-13), National Taiwan University of Science and Technology, Taipei, Taiwan
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Abstract

This paper studies the effect of (not) accounting for the systematic uncertainty in the characterization of soil parameters in spatially variable soils and the influence this has on the calculated probability of failure. Not fully accounting for systematic uncertainty is considered as an incomplete characterization of the uncertainty in site investigation. An example slope in a spatially variable soil is modeled, using a combination of subset simulation with the random finite element method. The relationship between uncertainty in the mean shear strength and probability of slope failure is then used to demonstrate that even small levels of systematic uncertainty can have a significant effect on the calculated probability of failure, which potentially increases by several orders of magnitude

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