Two Scales, Hybrid Model for Soils, Involving Artificial Neural Network and Finite Element Procedure

dc.contributor.authorKrasiƄski, Marcin
dc.contributor.authorLefik, Marek
dc.date.accessioned2016-02-09T07:50:28Z
dc.date.available2016-02-09T07:50:28Z
dc.date.issued2014
dc.description.abstractA hybrid ANN-FE solution is presented as a result of two level analysis of soils: a level of a laboratory sample and a level of engineering geotechnical problem. Engineering properties of soils (sands) are represented directly in the form of ANN (this is in contrast with our former paper where ANN approximated constitutive relationships). Initially the ANN is trained with Duncan formula (Duncan and Chang [2]), then it is re-trained (calibrated) with some available experimental data, specific for the soil considered. The obtained approximation of the constitutive parameters is used directly in finite element method at the level of a single element at the scale of the laboratory sample to check the correct representation of the laboratory test. Then, the finite element that was successfully tested at the level of laboratory sample is used at the macro level to solve engineering problems involving the soil for which it was calibrated.en_EN
dc.identifier.citationStudia Geotechnica et Mechanica, Vol. 36, Issue 2, pages 29–36
dc.identifier.issn2083-831X
dc.identifier.urihttp://hdl.handle.net/11652/1150
dc.identifier.urihttp://www.degruyter.com/view/j/sgem.2014.36.issue-2/sgem-2014-0017/sgem-2014-0017.xml
dc.language.isoenen_EN
dc.relation.ispartofseriesStudia Geotechnica et Mechanica, Vol. 36, Issue 2, 2014en_EN
dc.subjectsoil modelen_EN
dc.subjectneural networken_EN
dc.subjectFinite Element Methoden_EN
dc.subjecthybrid FE-ANN modelen_EN
dc.titleTwo Scales, Hybrid Model for Soils, Involving Artificial Neural Network and Finite Element Procedureen_EN
dc.typeArtykuƂpl_PL
dc.typeArticleen_EN

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