Statistical inverse analysis based on genetic algorithm and principal component analysis: Method and developments using synthetic data

SUMMARY This study concerns the identification of parameters of soil constitutive models from geotechnical measurements by inverse analysis. To deal with the non-uniqueness of the solution, the inverse analysis is based on a genetic algorithm (GA) optimization process. For a given uncertainty on the measurements, the GA identifies a set of solutions. A statistical method based on a principal component analysis (PCA) is, then, proposed to evaluate the representativeness of this set. It is shown that this representativeness is controlled by the GA population size for which an optimal value can be defined. The PCA also gives a first-order approximation of the solution set of the inverse problem as an ellipsoid. These developments are first made on a synthetic excavation problem and on a pressuremeter test. Some experimental applications are, then, studied in a companion paper, to show the reliability of the method. Copyright q 2009 John Wiley & Sons, Ltd.

[1]  Brice Lecampion,et al.  Parameter identification for lined tunnels in a viscoplastic medium , 2002 .

[2]  D. Agarwal,et al.  Computer-aided calibration of a soil plasticity model , 1991 .

[3]  Giulio Maier,et al.  Optimization Methods for Parametric Identification of Geotechnical Systems , 1982 .

[4]  I. Shahrour,et al.  Utilisation de l'essai pressiométrique pour la détermination des propriétés mécaniques des sables obéissant au critère de Mohr-Coulomb avec une règle d'écoulement non associée , 1995 .

[5]  Lawrence. Davis,et al.  Handbook Of Genetic Algorithms , 1990 .

[6]  David E. Goldberg,et al.  Genetic Algorithms in Search Optimization and Machine Learning , 1988 .

[7]  Pierre-Yves Hicher,et al.  IDENTIFICATION OF SOIL PARAMETERS BY INVERSE ANALYSIS , 2001 .

[8]  Marc Boulon,et al.  Soil parameter identification using a genetic algorithm , 2008 .

[9]  Richard J. Finno,et al.  Selecting parameters to optimize in model calibration by inverse analysis , 2004 .

[10]  Mrinal K. Sen,et al.  Nonlinear multiparameter optimization using genetic algorithms; inversion of plane-wave seismograms , 1991 .

[11]  Brice Lecampion,et al.  Sensitivity analysis for parameter identification in quasi‐static poroelasticity , 2005 .

[12]  A. Morelli Inverse Problem Theory , 2010 .

[13]  Richard J. Finno,et al.  Calibration of soil models by inverse analysis , 2002 .

[14]  K. Takeuchi,et al.  Back analysis of measured displacements of tunnels , 1983 .

[15]  Antonio Gens,et al.  Estimation of parameters in geotechnical backanalysis — I. Maximum likelihood approach , 1996 .

[16]  Utilisation de l’essai pressiométrique pour l’identification de paramètres intrinsèques du comportement d’un sol , 1993 .

[17]  Eduardo Alonso,et al.  Estimation of Parameters in Geotechnical Backanalysis - II. Application to a Tunnel Excavation Problem , 1996 .

[18]  Laurent Vulliet,et al.  Optimization framework for calibration of constitutive models enhanced by neural networks , 2009 .

[19]  Richard J. Finno,et al.  Supported Excavations: Observational Method and Inverse Modeling , 2005 .

[20]  Guy Drijkoningen,et al.  Genetic algorithms : an evolution from Monte Carlo methods for strongly non-linear geophysical optimization problems , 1991 .

[21]  Richard J. Finno,et al.  Lessons learned from case studies of excavation support systems through Chicago glacial clays , 2006 .

[22]  Séverine Levasseur,et al.  Analyse Inverse en Géotechnique: développement d'une méthode à base d'algorithmes génétiques. , 2007 .

[23]  Giulio Maier,et al.  Direct search solution of an inverse problem in elastoplasticity: Identification of cohesion, friction angle andin situ stress by pressure tunnel tests , 1980 .

[24]  Marc Boulon,et al.  Statistical inverse analysis based on genetic algorithm and principal component analysis: Applications to excavation problems and pressuremeter tests , 2010 .

[25]  Richard J. Finno,et al.  Inverse analysis techniques for parameter identification in simulation of excavation support systems , 2008 .

[26]  Giancarlo Gioda,et al.  Back analysis procedures for the interpretation of field measurements in geomechanics , 1987 .

[27]  Lorenzo Jurina,et al.  SOME ASPECTS OF CHARACTERIZATION PROBLEMS IN GEOMECHANICS , 1981 .