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Automatic calibration of the SANISAND parameters for a granular material using multi-objective optimization strategies
Vallurupalli, S; Sarkar, D; Goudarzy, M et al.
202310th European Conference on Numerical Methods in Geotechnical Engineering
Peer reviewed
 

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Mots-clés :
Automatic calibration; SANISAND model; Granular materials; Multi-objective optimization; NSGA-III
Résumé :
[en] The parameter calibration of a constitutive model is a requisite to counter the uncertainty in the parameters and to approximate the simulation results effectively. Yielding a robust set of parameters for various test conditions is complicated as innumerable parameter combinations have to be investigated. In previous works, this calibration has been performed manually by trial and error without checking the robustness of the chosen parameters. Therefore, the present study introduces an automated calibration procedure using multi-objective optimization techniques. This assists in searching the parameter domain space extensively for better combinations that simulate the experiment results precisely. Though this approach is quite popular in various other engineering aspects, proposing the concept of calibrating the soil parameters and validating their efficiency has been always a challenge and interesting in this framework. In this research, SANISAND model parameters have been calibrated for crushed glass material under different triaxial conditions considering the barotropy, and pycnotropy effects. The results demonstrated that the optimized SANISAND parameters approximated the experiment results far better than manually calibrated results. This calibration approach facilitates in conserving the robust parameters besides dealing with time constraints and motivates the idea of adapting this automation platform to any constitutive model for significant approximations.
Disciplines :
Ingénierie civile
Auteur, co-auteur :
Vallurupalli, S;  Chair of Soil Mechanics, Foundation Engineering & Environmental Geotechnics, Ruhr-Universität Bochum, Germany
Sarkar, D;  Chair of Soil Mechanics, Foundation Engineering & Environmental Geotechnics, Ruhr-Universität Bochum, Germany
Goudarzy, M;  Chair of Soil Mechanics, Foundation Engineering & Environmental Geotechnics, Ruhr-Universität Bochum, Germany
Prada-Sarmiento, L;  Department of Civil and Architectural Engineering, Aarhus University, Aarhus, Denmark
ALIMARDANI LAVASAN, Arash  ;  University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE)
Wichtmann, T;  Chair of Soil Mechanics, Foundation Engineering & Environmental Geotechnics, Ruhr-Universität Bochum, Germany
Co-auteurs externes :
yes
Langue du document :
Anglais
Titre :
Automatic calibration of the SANISAND parameters for a granular material using multi-objective optimization strategies
Date de publication/diffusion :
2023
Nom de la manifestation :
10th European Conference on Numerical Methods in Geotechnical Engineering
Lieu de la manifestation :
London, Royaume-Uni
Date de la manifestation :
26th to 28th June 2023
Manifestation à portée :
International
Peer reviewed :
Peer reviewed
Subventionnement (détails) :
This study was performed within the framework of the project “Influence of particle characteristics on the liquefaction resistance and the dynamic properties of sands containing non-plastic fines” funded by the German Research Council (DFG, project No. GO 3005/3-1 / WI 3180/13-1) and SFB-837 subproject A5.
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depuis le 17 janvier 2024

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