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Title: Bayesian model selection for sand with generalization ability evaluation
Authors: Jin, YF 
Yin, ZY 
Zhou, WH
Shao, JF
Issue Date: 10-Oct-2019
Source: International journal for numerical and analytical methods in geomechanics, 10 Oct. 2019, v. 43, no. 14, p. 2305-2327
Abstract: Current studies have focused on selecting constitutive models using optimization methods or selecting simple formulas or models using Bayesian methods. In contrast, this paper deals with the challenge to propose an effective Bayesian-based selection method for advanced soil models accounting for the soil uncertainty. Four representative critical state-based advanced sand models are chosen as database of constitutive model. Triaxial tests on Hostun sand are selected as training and testing data. The Bayesian method is enhanced based on transitional Markov chain Monte Carlo method, whereby the generalization ability for each model is simultaneously evaluated, for the model selection. The most plausible/suitable model in terms of predictive ability, generalization ability, and model complexity is selected using training data. The performance of the method is then validated by testing data. Finally, a series of drained triaxial tests on Karlsruhe sand is used for further evaluating the performance.
Keywords: Bayesian theory
Constitutive relation
Critical state
Generalization ability
Sand
Transitional Markov chain Monte Carlo
Publisher: John Wiley & Sons
Journal: International journal for numerical and analytical methods in geomechanics 
ISSN: 0363-9061
EISSN: 1096-9853
DOI: 10.1002/nag.2979
Rights: © 2019 John Wiley & Sons, Ltd.
This is the peer reviewed version of the following article: Jin, Y-F, Yin, Z-Y, Zhou, W-H, Shao, J-F. Bayesian model selection for sand with generalization ability evaluation. Int J Numer Anal Methods Geomech. 2019; 43(14): 2305–2327, which has been published in final form at https://doi.org/10.1002/nag.2979. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. This article may not be enhanced, enriched or otherwise transformed into a derivative work, without express permission from Wiley or by statutory rights under applicable legislation. Copyright notices must not be removed, obscured or modified. The article must be linked to Wiley’s version of record on Wiley Online Library and any embedding, framing or otherwise making available the article or pages thereof by third parties from platforms, services and websites other than Wiley Online Library must be prohibited.
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