论文信息 - Inverse analysis of an Embankment on Soft Clay using the Ensemble Kalman Filter - 字舞流文

Inverse analysis of an Embankment on Soft Clay using the Ensemble Kalman Filter

A. Hommels | F. Molenkamp | B. Nguyen | A. Heemink

[1] A. Jazwinski. Stochastic Processes and Filtering Theory , 1970 .

[2] 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 .

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

[4] Giulio Maier,et al. Parameter estimation of a static geotechnical model using a Bayes' approach , 1983 .

[5] Giancarlo Gioda. some remarks on back analysis and characterization problems in geomechanics , 1985 .

[6] Buddhima Indraratna,et al. Closure of "Performance of Test Embankment Constructed to Failure on Soft Marine Clay" , 1993 .

[7] Yusuke Honjo,et al. Inverse analysis of an embankment on soft clay by extended Bayesian method , 1994 .

[8] G. Evensen. Sequential data assimilation with a nonlinear quasi‐geostrophic model using Monte Carlo methods to forecast error statistics , 1994 .

[9] Yusuke Honjo,et al. Application of Akaike information criterion statistics to geotechnical inverse analysis: the extended Bayesian method☆ , 1994 .

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

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