A platform for research: civil engineering, architecture and urbanism
Identification des paramètres mécaniques des sols par analyse inverse sur des ouvrages de soutènement
This paper is dedicated to the parameter identification of the Mohr-Coulomb constitutive model from horizontal displacements of a sheet pile wall. An optimization method based on a genetic algorithm is proposed. This robust optimization method localizes quickly a set of solutions around the optimum value. Then, the set identified is described by a principal component analysis. This new inverse analysis method based on a genetic algorithm and a principle component analysis permits to define an ellipsoid set of solutions which is characteristic of the soil properties for geotechnical studies.
Identification des paramètres mécaniques des sols par analyse inverse sur des ouvrages de soutènement
This paper is dedicated to the parameter identification of the Mohr-Coulomb constitutive model from horizontal displacements of a sheet pile wall. An optimization method based on a genetic algorithm is proposed. This robust optimization method localizes quickly a set of solutions around the optimum value. Then, the set identified is described by a principal component analysis. This new inverse analysis method based on a genetic algorithm and a principle component analysis permits to define an ellipsoid set of solutions which is characteristic of the soil properties for geotechnical studies.
Identification des paramètres mécaniques des sols par analyse inverse sur des ouvrages de soutènement
Levasseur, Séverine (author)
European Journal of Environmental and Civil Engineering ; 12 ; 367-385
2008-04-01
19 pages
Article (Journal)
Electronic Resource
Unknown
TIBKAT | 1978
|Taylor & Francis Verlag | 2002
|Structure de soutènement et dispositif de soutènement correspondant
European Patent Office | 2024
|Variabilite de parametres physiques et mecaniques: Importance du choix des parametres
British Library Conference Proceedings | 1998
|