Repository logo
 

A Bayesian definition of 'most probable' parameters

Published version
Peer-reviewed

Loading...
Thumbnail Image

Change log

Abstract

Since guidelines for choosing ‘most probable’ parameters in ground engineering design codes are vague, concerns are raised regarding their definition, as well as the associated uncertainties. This paper introduces Bayesian inference for a new rigorous approach to obtaining the estimates of the most probable parameters based on observations collected during construction. Following the review of optimisation-based methods that can be used in back-analysis, such as gradient descent and neural networks, a probabilistic model is developed using Clough and O’Rourke’s method for retaining wall design. Sequential Bayesian inference is applied to a staged excavation project to examine the applicability of the proposed approach and illustrate the process of back-analysis.

Description

Journal Title

Geotechnical Research

Conference Name

Journal ISSN

2052-6156
2052-6156

Volume Title

5

Publisher

Emerald

Rights and licensing

Except where otherwised noted, this item's license is described as Attribution 4.0 International
Sponsorship
Engineering and Physical Sciences Research Council (EP/N021614/1)
Technology Strategy Board (920035)
EPSRC grant EP/N021614/1, Technology Strategy Board grant 920035, InnovateUK grant number 90066