Selection of sand models and identification of parameters using an enhanced genetic algorithm‡. (17th December 2015)

• Record Type: Journal Article
• Authors: Jin, Yin‐Fu; Yin, Zhen‐Yu; Shen, Shui‐Long; Hicher, Pierre‐Yves
• Is Part Of: International journal for numerical and analytical methods in geomechanics. Volume 40:Number 8(2016)
• Page Start: 1219
• Page End: 1240
• Publication Date: 2015-12-17
• Subjects: sand -- constitutive model -- genetic algorithm -- optimization -- laboratory test -- critical state; Soil mechanics -- Mathematics -- Periodicals; Rock mechanics -- Mathematics -- Periodicals; 624.1510151
• DOI: 10.1002/nag.2487
• Languages: English
• ISSNs: 0363-9061

Abstract

Summary: Numerous constitutive models of granular soils have been developed during the last few decades. As a consequence, how to select an appropriate model with the necessary features based on conventional tests and with an easy way of identifying parameters for geotechnical applications has become a major issue. This paper aims to discuss the selection of sand models and parameters identification by using genetic algorithm. A real‐coded genetic algorithm is enhanced for the optimization with high efficiency. Models with gradually varying features (elastic‐perfectly plastic modelling, nonlinear stress–strain hardening, critical state concept and two‐surface concept) are selected from numerous sand models as examples for optimization. Conventional triaxial tests on Hostun sand are selected as the objectives in the optimization. Four key points are then discussed in turn: (i) which features are necessary to be accounted for in constitutive modelling of sand; (ii) which type of tests (drained and/or undrained) should be selected for an optimal identification of parameters; (iii) what is the minimum number of tests that should be selected for parameter identification; and (iv) what is the suitable and least strain level of objective tests to obtain reliable and reasonable parameters. Finally, a useful guide, based on all comparisons, is provided at the end of the discussion. Copyright © 2015 John Wiley & Sons, Ltd.